COMUNE DI COMACCHIO RELAZIONE

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RELAZIONE COMMITTENTE COMUNE DI COMACCHIO OGGETTO DESCRIZIONE DATA PIANO URBANISTICO ESECUTIVO PER REALIZZAZIONE DI PORTO TURISTICO IN VIA FORTUNA MARIS, 2 - 44022 COMACCHIO (FE) MODELLAZIONE GEOLOGICA E IDROGEOLOGICA COMMITTENTE SVILUPPI IMMOBILIARI TURISTICI S.R.L. (firmato digitalmente) SVILUPPI IMMOBILIARI TURISTICI S.R.L.

Transcript of COMUNE DI COMACCHIO RELAZIONE

RELAZIONE

COMMITTENTE

COMUNE DI COMACCHIO

OGGETTO

DESCRIZIONE

DAT

A

PIANO URBANISTICO ESECUTIVO PER REALIZZAZIONE DI PORTO TURISTICOIN VIA FORTUNA MARIS, 2 - 44022 COMACCHIO (FE)

MODELLAZIONE GEOLOGICA E IDROGEOLOGICA

COMMITTENTE

SVILUPPI IMMOBILIARI TURISTICI S.R.L.(firmato digitalmente)

SVILUPPI IMMOBILIARI TURISTICI S.R.L.

DOTT. GEOL. THOMAS VERONESE

Via Roma, 1044021 CODIGORO (Ferrara)

Tel e fax. 0533 / 713798 cell. 335. 5240380E-mail: [email protected]

________________________________________________________________________________

MODELLAZIONE GEOLOGICA E IDROGEOLOGICA______________________________________________________

LIDO DEGLI ESTENSICOMUNE DI COMACCHIO

Progetto di PUE nel porto turistico di Lido degli Estensi nelComune di Comacchio (Fe).

Committente: Soc. Il Porto Marina degli Estensi srl.

Via Fortuna Maris, 1

44029 Lido degli Estensi

10 Aprile 2014______________________________________________________________________________________________

S.S.T. SETTORE GEOLOGIA E AMBIENTE TimbroGeotecnica; Studio terreni di fondazione; Stabilità dei versanti; Rilevamentogeologico; Rilievi topografici; Geofisica - Contributi allo Studio di ImpattoAmbientale; Assistenza alle pubbliche amministrazioni negli studi di fattibilità e direalizzazione dei P.R.G., cimiteri, discariche, piani attività estrattive, studi diacquiferi per la tutela e per l'utilizzo di risorse idriche sotterranee; subirrigazioni.

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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INDICE:

1. PREMESSA ..........................................................................................................................................................................3

NORMATIVA E RACCOMANDAZIONI DI RIFERIMENTO ......................................................................................4

2. MODELLAZIONE GEOLOGICA....................................................................................................................................4

2.1. GEOLOGIA STRUTTURALE DELL’AREA ....................................................................................................................42.2. CARATTERI STRATIGRAFICI E LITOLOGICI.............................................................................................................62.3. CARATTERI GEOMORFOLOGICI.................................................................................................................................92.4. MODELLO IDROGEOLOGICO ...................................................................................................................................112.5 SUBSIDENZA, INGRESSIONE MARINA E INTRUSIONE DEL CUNEO SALINO.............................................................................14

3. DEFINIZIONE DEI PARAMETRI SISMICI...............................................................................................................17

3.1 DATI DI AUSILIO PER LA PROGETTAZIONE SISMICA...........................................................................................17“Atto di indirizzo, n°112 del 2 maggio 2007” ..............................................................................................................................17Categoria di suolo di fondazione secondo D.M. 14/01/2008............................................................................................................18Azioni Sismiche “D.M. 14 gennaio 2008” ...................................................................................................................................21Magnitudo di progetto ................................................................................................................................................................24

3.2 VERIFICA DELLA RESISTENZA ALLA LIQUEFAZIONE DELLE SABBIE .............................................................253.3. CALCOLO CEDIMENTI POSTSISMICI NEI TERRENI GRANULARI......................................................................28

4. MODELLAZIONE GEOTECNICA ..............................................................................................................................29

4.1. ACQUISIZIONE DATI CON PROVE PENETROMETRICHE STATICHE................................................................294.2. CONSIDERAZIONI DI MASSIMA SULLE FONDAZIONI.........................................................................................30

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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DOCUMENTAZIONE FOTOGRAFICA

P1 P2

P3 SCPTU1

RILIEVO TOPOGRAFICO

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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1. PREMESSA

Su incarico della Soc. Il Porto Marina degli Estensi srl, con sede in via Fortuna Maris, 1 a Lido degliEstensi, con sede in via del Carmine n. 18 a Comacchio (Fe), si redige lo studio per ricostruire la modellazionegeologica, geotecnica e idrogeologica per il progetto di “PUE a Lido degli Estensi”. L’ubicazione dell’area diintervento è riportata in FIGURA 1.1.

FIGURA 1.1 – Ubicazione dell’area di intervento a Lido degli Estensi (FE)

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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Normativa e Raccomandazioni di riferimento

Decreto del Ministero delle Infrastrutture 14 gennaio 2008 “Approvazione delle nuove norme

tecniche per le costruzioni”, pubblicato sulla G.U. n. 29 del 4 febbraio 2008, suppl. ord. n. 30, che entrano in

vigore il 6 marzo 2008.

Circolare Applicativa n° 617 del 02/02/2009 alle NTC/2008.

Delibera Assemblea Legislativa n°112/2007 della Regione Emilia Romagna “Atto di Indirizzo e

coordinamento tecnico” per gli studi di microzonizzazione sismica.

A.G.I. (Associazione Geotecnica Italiana)

“Raccomandazioni sulla programmazione ed esecuzione delle indagini geotecniche (giugno 1977).

A.G.I. (Associazione Geotecnica Italiana)

“Raccomandazioni sui pali di fondazione (dicembre 1984)”.

A.G.I. (Associazione Geotecnica Italiana)

“Aspetti geotecnici nella progettazione in zona sismica (Edizione Provvisoria, marzo 2005)”.

C.N.R. UNI Ente Nazionale Italiano di Unificazione.

Eurocode EC-7: Geotechnics, design – dicembre 1987.

C.N.R. UNI Ente Nazionale Italiano di Unificazione.

Eurocode EC-8: Design provisions for earthquake resistance of structures – ottobre 1994.

2. MODELLAZIONE GEOLOGICA

2.1. GEOLOGIA STRUTTURALE DELL’AREA

Nella FIGURA 2.1 si riporta la sezione geologica passante per Cotignola, Bagnacavallo, Ravenna,Comacchio, Codigoro, Mesola, Chioggia in cui si possono apprezzare gli spessori dei sedimenti delQuaternario sopra i pliocenici, che coincide con il passaggio dai sedimenti sciolti a quelli litificati opseudolitificati.

FIGURA 2.1 - Sezione geologica della bassa pianura padana.

Nella FIGURA 2.2 viene riportata la carta Strutturale della Pianura Padana, (R.E.R., 2004) con visibili levarie strutture sepolte e le faglie e sistemi trascorrenti attivi e non attivi, che sono all’origine della nuovaattribuzione alla Zona sismica 3, in cui Comacchio è stato inserito nella OPCM 3274/2003.

In corrispondenza dell’abitato di Lido degli Estensi sono presenti nel substrato roccioso, posto aprofondità di circa 3000/4000m, sistemi di faglie dovute a sovrascorrimenti e a fronti di accavallamento,classificate come riattivate e come soggette a possibili riattivazioni.

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FIGURA 2.2 – Carta strutturale della Pianura Padana orientale (Pieri e Groppi, 1981, CNR,1992)

Si fa inoltre presente che il territorio comunale di Comacchio in cui è ubicato il sito allo studio ricade aldi fuori della zona sismogenetica 912 (FIGURA 2.3), quindi si è al di fuori della Dorsale Ferrarese, che ricadea sud-ovest rispetto al comune di Comacchio e dunque, teoricamente, non è sede epicentrale di eventi sismicidi magnitudo importanti.

FIGURA 2.3 - Mappa delle aree sismogenetiche dell’Italia Settentrionale.

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2.2. CARATTERI STRATIGRAFICI E LITOLOGICI

Nell’abitato di Lido degli Estensi generalmente è presente un primo strato sabbioso di spessore di circa16 m, costituito da sabbie eoliche in superficie e sabbie litoranee in profondità. Tali sedimenti granularipoggiano su altri sedimenti limoso-argillosi di ambiente deltizio, di prodelta e marino, sempre olocenici.

Generalmente tra i 30,0 m ed i 32,0 m dal p.c. si rileva il passaggio dai sedimenti fini di prodelta aisedimenti del pleistocene, generalmente caratterizzati da un primo strato di sabbie alluvionali continentali ingraduale passaggio ad argille e limi sempre di ambiente continentale.

Per la validazione del modello geologico è stata eseguita una campagna di indagine, per la ricostruzionedi un modello tridimensionale del terreno che permetta di definire al meglio la stratigrafia del sottosuolodell’area in esame, consistente in una prova penetrometrica statica con punta elettrica e sismocono SCPTU1,spinta fino alla profondità di -31,50 m dal p.c. con rif. U37-14.

Il punto investigato con la prova penetrometrica statica con punta elettrica SCPTU1 rileva:

- da p.c. fino a -1,60 m da p.c. uno strato di terreni caratterizzati da sedimenti prevalentemente granulari

poco addensati con un valore di resistenza alla punta Rp medio pari a 22,5 kg/cm2,

- da -1,60 m da p.c. fino a -7,00 m da p.c., un banco di terreni prevalentemente granulari

moderatamente addensati con un valore di resistenza alla punta Rp medio pari a 47,5 kg/cm2,

- da -7,00 m da p.c. fino a -14,90 m da p.c. uno strato di terreni prevalentemente granulari

moderatamente addensati con un valore di resistenza alla punta Rp medio pari a 83,7 kg/cm2,

- da -14,90 m da p.c. fino a -16,00 m da p.c. uno strato di terreni caratterizzati da sedimenti

prevalentemente granulari poco addensati con un valore di resistenza alla punta Rp medio pari a 28,8 kg/cm2,

- da -16,00 m da p.c. fino a -28,10 m da p.c. un banco di terreni prevalentemente coesivi consistenti

alternati a sottili lenti sabbiose con un valore di resistenza alla punta Rp medio pari a 10,1 kg/cm2,

- da -28,10 m da p.c. fino a -29,00 m da p.c. uno strato di terreni caratterizzati da sedimenti

prevalentemente granulari sciolti con un valore di resistenza alla punta Rp medio pari a 18,3 kg/cm2,

- da -29,00 m da p.c. fino a -31,50 m da p.c., massima profondità di investigazione, un banco di terreni

prevalentemente coesivi consistenti con resistenze alla punta Rp medio pari a 11,9 kg/cm2.

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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Diagramma di resistenza e litologie

Inoltre sul sito in esame sono state realizzate e dunque considerate prove penetrometriche statiche conpunta meccanica CPT per un vecchio progetto di studio geoambientale del porto turistico di Lido degliEstensi.

A tal proposito si riportano i diagrammi di resistenza delle prove penetrometriche bibliograficheconsiderate per questo progetto.

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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Da queste indagini e dalla fotointerpretazione aerea di immagini fotografiche in B/N del sito, si

possono ricostruire i caratteri geomorfologici del sito.

2.3. CARATTERI GEOMORFOLOGICI

Come si può notare dalla cartografia presente, il paese di Lido degli Estensi sorge su una striscia di terraemersa larga un paio di chilometri, compresa tra il mare Adriatico ad est, e le Valli di Comacchio a ovest.

La topografia del settore del Lido posto ad est del canale delle Vene è variabile in quantol’urbanizzazione di Lido degli Estensi si è sviluppata sopra allineamenti di paleodune costiere testimoni dellaprogradazione verso est della linea di costa (da qui le elevate quote topografiche).

La topografia del settore ad occidente del canale delle Vene è invece più regolare, in quanto quest’area(tratto compreso tra la S.S. Romea ed il canale delle Vene) è stata sede di piallasse e aree morfologicamentebasse; le quote del piano campagna nel sito di intervento sono a circa +0,10/+0,70 m s.l.m. (quote da C.T.R.).

L'assetto topografico dell'area dipende dalla sua evoluzione geomorfologica, che ha portato allaformazione, in tempi abbastanza recenti, di un vasto e rilevato sistema di dune costiere.

La formazione dei terreni su cui sorge Lido degli Estensi è legata agli intensi apporti di sedimentiterrigeni da parte del fiume Padoa-Eridano, che qui sfociava e dagli apporti più recenti, da sud, del Po diPrimaro prima e del fiume Reno poi.

L'azione delle correnti marine e del moto ondoso ha contribuito alla ridistribuzione dei sedimenti che ifiumi portavano a mare; l'azione del vento ha portato all'accumulo di depositi sabbiosi particolarmente rilevaticome le dune, ora ampiamente spianate e cavate per dare spazio all'urbanizzazione del Lido.

In FIGURA 2.4 viene proposto uno stralcio della Carta Geomorfologica della Provincia di Ferrara, con visibilile strutture morfologiche sopracitate e in FIGURA 2.5 viene riportata una zoomata della carta che mostra indettaglio l’area allo studio.

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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FIGURA 2.4 – Stralcio della carta Geomorfologica della provincia di Ferrara

FIGURA 2.5 – Zoomata della Carta Geomorfologica con ubicazione area allo studio

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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2.4. MODELLO IDROGEOLOGICO

La situazione nell'area di interesse è riconducibile al seguente modello schematico (FIGURA 2.6):

FIGURA 2.6 - Modello concettuale della falda nella fascia costiera ferrarese.

Il carattere decisamente sabbioso dei litotipi affioranti in Lido degli Estensi, fa sì che il limite superioredella falda freatica sia un limite idrodinamico aperto a flusso entrante (alimentazione per infiltrazione);localmente acquista carattere di limite a flusso nullo quando si hanno superfici impermeabilizzate dainfrastrutture antropiche.

Nell’ isola compresa tra il Canale Logonovo, il canale Navigabile ed il mare (FIGURA 2.7) non èpresente nessuna rete di irrigazione, che possa apportare acque dolci.

Per non privare l'acquifero freatico di preziosa alimentazione di acqua dolce è bene raccogliere ingrondaie le acque piovane dai tetti e disperderle nel terreno, e assolutamente non nelle fognature.

Nel bilancio idrogeologico dell’area gli apporti positivi di acqua dolce si sottolinea ancora esserecostituiti prevalentemente dalle acque meteoriche ed in parte trascurabile da acque di irrigazione dei giardini daparte di privati attraverso la fornitura acquedottistica.

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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FIGURA 2.7 - Carta schematica dei bacini idrogeologici nella fascia costiera in Comune di Comacchio.

Nel sito allo studio è stata installata una rete per il monitoraggio dell’acquifero superficiale costituita da 3piezometri posti a circa 2,0m da p.c.. La rete piezometrica è dunque stata quotata attraverso un rilievotopografico svolto in data 25/03/2014. In tale rilievo sono state battute le quote dei piani campagna e dellebocche pozzo di ogni piezometro, ed inoltre è stata presa la quota del livello mariro all’interno del porto.

FIGURA 2.8 – Ubicazione piezometri

a – bacino idrogeologico di nord-ovestb – bacino idrogeologico di nord-estc- bacino idrogeologico di Lido degli Estensid – bacino idrogeologico di Lido di Spina

P1

P2

P3

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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Coordinate UTM 33:

PIEZOMETRO 1 PIEZOMETRO 2Long. 0280572 E Long. 0280583 ELat. 4950341 N Lat. 4950417 N

PIEZOMETRO 3Long. 0280636 ELat. 4950242 N

In Tabella 2.1 viene riportata la campagna di misurazione fatta nei 3 piezometri installati nell’itorno delporto turistico per il monitoraggio dei livelli freatici. Tali valori sono stati rilevati in data 25/03/2014.

PIEZOMETRO DATA DEL RILIEVO LIVELLO DI FALDA(m da b.p.)

PIEZOMETRO1 25/03/2014 1,295PIEZOMETRO 2 25/03/2014 1,282PIEZOMETRO 3 25/03/2014 1,360

Tabella 2.1 – Letture piezometri

Il livello freatico potrebbe oscillare rispetto ai valori riscontrati in tal giorno, solo un monitoraggio di unanno idrogeologico permetterebbe di valutare le oscillazioni stagionali di queste quote.

L’elaborazione dei dati del rilievo topografico svolto ha consentito di ricostruire il modelloidrogeologico del sottosuolo attraverso la carta delle isofreatiche allacciata alla quota dello zero mare rilevata il25/03/14 alle 15:30 che risultava essere circa +41,38 cm rispetto allo zero mare (FIGURA2.9).

FIGURA 2.9 – Carta delle maree del 25 marzo 2014

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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In FIGURA 2.10 si riporta la carta delle isofreatiche di dettaglio dell’area in esame su stralcio C.T.R.della Provincia di Ferrara con riportate le quote assolute rispetto allo zero mare e gli andamenti delle linee diflusso riferite alle misure effettuate in data 25/03/2014.

FIGURA 2.10 - carta delle isofreatiche di dettaglio

2.5 Subsidenza, ingressione marina e Intrusione del cuneo salinoL’area costiera emiliano-romagnola è geologicamente caratterizzata da una successione di strati

alluvionali del periodo Quaternario, la lenta compattazione di questi strati alluvionali, sommata al movimentodi abbassamento della base quaternaria è causa della subsidenza naturale dell’area.

Fra le cause di abbassamento del suolo, bisogna però considerare anche le cause artificiali come:estrazioni di acque, da falde di bassa o media profondità, in misura superiore alle possibilità di ricaricaspontanea delle falde stesse; prosciugamenti di zone umide o comunque abbassamenti di livello delle faldefreatiche per operazioni di bonifica o di sistemazione agraria; variazioni nel chimismo, in particolare del gradodi salinità, delle acque sotterranee, in particolare di quelle freatiche, che spesso determinano fenomenielettrochimici che hanno come conseguenza riduzioni di volume nei minerali argillosi.

La subsidenza è in assoluto uno dei temi più condizionanti per questo comune costiero.Ci sono aree sempre più estese della fascia costiera che presentano difficoltà di drenaggio crescente. Tali

difficoltà di drenaggio si evidenziano con i sempre maggiori periodi di allagamento persistente checontraddistinguono tali aree.

Ex campi agricoli, una volta coltivati, ora sono impraticabili. Campi agricoli che devono fare i conti conle falde affioranti o sub affioranti per lunghi periodi.

Nella FIGURA 2.12 vengono rappresentate su Google Earth tutte quelle aree in cui la subsidenza ha difatto avvicinato la falda freatica al p.c.; spesso, durante l’anno, il livello di falda supera la quota del pianocampagna procurando allagamenti persistenti. Queste parti di territorio sono state in parte sottratte all’utilizzoantropico, ed in parte sono state assoggettate a sistemi forzati di sollevamento (di fatto opere di bonificaprivate).

L’area in esame non è di fatto interessata da questo fenomeno.

+45cm+50cm

+55cm+60cm

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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FIGURA 2.12 - aree in cui la subsidenza ha di fatto avvicinato la falda freatica al p.c.

L’erosione costiera è strettamente connessa agli abbassamenti dei suoli e dei fondali marini.L’ingressione marina è strettamente connessa anch’essa alla subsidenza.

Pure l’ingressione del cuneo salino è in gran parte dipendente dalla subsidenza (oltre che da altre causenaturali ed antropiche). Una caratteristica degli acquiferi costieri è la presenza di acqua salmastra dovuta allapresenza di sedimenti sabbiosi marini intercalati a sedimenti fluviali e deltizi saturi di acqua dolce. L’interfacciatra acqua dolce ed acqua salata non è stazionaria, ma è soggetta a continue fluttuazioni in base alle oscillazionipiezometriche dei diversi acquiferi.

La salinizzazione dell’acqua di falda rappresenta una tipologia specifica d’inquinamento che puòprodurre una riduzione o annullamento, in funzione del grado di contaminazione, della possibilità di sfruttaread uso umano, industriale o agricolo le risorse idriche interessate dal fenomeno influenzando anche la valenzanaturalistica di aree di pregio con conseguenze negative sia sull’economia sia sullo stato dell’ambiente.

Tale evenienza che può interessare sia falde a superficie libera, più superficiali, sia falde confinate,profonde, può essere riferita a molteplici cause, naturali ed antropiche, in qualche caso tra loro interagenti,quali l’intrusione di acque salate dal mare, l’infiltrazione di acque salmastre da canali di marea (CanaleNavigabile, Canale Logonovo, Canale Gobbino, Canale Bellocchio, ecc) e da corpi idrici superficiali quali laSacca di Goro, Valle Bertuzzi, le Valli di Comacchio ed il Po di Volano.

Le acque meteoriche che cadono sui tetti, e sulle aree cortilive (che sono una buona percentuale delsuolo di Lido degli Estensi all’interno del perimetro del paese) vengono disperse sul terreno libere di infiltrarsiin falda. Le acque meteoriche che cadono sui manti asfaltati delle strade e delle piazze vengono raccolti infognatura ad acque bianche, che le porta al di fuori del bacino idrogeologico di Lido degli Estensi.

Il sito in esame è formato da terreni sabbiosi che permettono l’infiltrazione dell’acqua ed il deflusso diessa verso mare.

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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Si potrebbe pensare a sistemi di dispersione parziale delle acque bianche, ma la dispersione in terreniesterni al perimetro del centro abitato (lato ovest, topograficamente più basso) rischierebbe di non potereessere regimata, ed in occasione di eventi meteo eccezionali potrebbe portare all’allagamento delle aree verdi,che sono aree idraulicamente chiuse, non soggette a bonifica, e dunque impossibilitate ad allontanarevelocemente le acque in eccesso (tutto il territorio del bacino idrogeologico di Lido degli Estensi drenanaturalmente nelle idrografie che lo racchiudono ed in parte viene scolato attraverso le opere fognarie);conseguentemente aumenterebbe il rischio di allagamento per le aree urbanizzate.

I progetti da realizzarsi in queste aree dovrebbero comprendere soluzioni progettuali tali da favorirel’infiltrazione in falda freatica di quanta più acqua meteorica possibile. Si consiglia di verificare la possibilità diutilizzo di reti disperdenti tipo quelle per subirrigazione, collegate a vasche di raccolta di acque meteoricheprovenienti dalle grondaie dei tetti. Si valuti l’adozione di pozzetti aperti sul fondo, e soprattutto per i piazzalisi valuti la possibilità di utilizzare sistemi di autobloccanti posati sulle sabbie costipate.

La presenza di diagrammi nel perimetro del porto allunga i percorsi di drenaggio verso mare, riducendoil gradiente idraulico e dunque favorendo lo stanziamento delle acque dolci piovane nei terreni emersi attornoalla darsena.

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

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3. DEFINIZIONE DEI PARAMETRI SISMICI

3.1 DATI DI AUSILIO PER LA PROGETTAZIONE SISMICA

“La Regione Emilia Romagna non è esente da attività sismo-tettonica. La sua sismicità può però esseredefinita media relativamente alla sismicità nazionale, poiché i terremoti storici hanno avuto magnitudomassima compresa tra 5,5 e 6 della scala Richter e intensità del IX-X grado della scala MCS. I maggioriterremoti (Magnitudo > 5,5) si sono verificati nel settore sud-orientale, in particolare nell’AppenninoRomagnolo e lungo la costa riminese. Altri settori interessati da sismicità frequente ma generalmente diminore energia (Magnitudo < 5,5) sono il margine appenninico-padano tra la Val d’Arda e Bologna, l’arcodella dorsale ferrarese e il crinale appenninico” (Note illustrative, Carta Sismotettonica della Regione EmiliaRomagna, 2004).

Nel maggio 2012 gli eventi sismici maggiori sono stati di magnitudo 5,9.

“Atto di indirizzo, n°112 del 2 maggio 2007”

La classificazione sismica introdotta con “l’Atto di Indirizzo e coordinamento tecnico” per lamicrozonizzazione sismica della regione Emilia Romagna, prevede per il comune di Comacchio la seguenteaccelerazione massima orizzontale di picco al suolo, cioè per T=0, espressa in frazione dell’accelerazione digravità g (agref):

Accelerazione PGA (Vs30<350m/sec) = 0,103 g suolo rigido (Vs30>800 m/sec)

Per valori di VS30 fino a 300 m/s il fattore di amplificazione è F.A.=1,5.

Lo spettro di risposta elastico caratteristico (Tempo di ritorno 475 anni, smorzamento del 5%) di questoterreno è riportato nella FIGURA 3.1.:

accelerazione suolo A = 0,103 F.A. = 1,5 PGA(To)= 0,1545 g5

Periodo T (sec) Sa/arefaccelerazione spettrale0,000 1 0,150,040 1,38865 0,210,070 1,75927 0,270,100 2,28349 0,350,150 2,63726 0,410,200 2,70745 0,420,300 2,46642 0,380,400 1,84047 0,280,500 1,44476 0,220,750 0,95494 0,151,000 0,64546 0,101,500 0,35479 0,052,000 0,2307 0,04

Spettro di risposta "Atto di indirizzo R.E.R."Comune di Comacchio FE

0,00

0,05

0,10

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0,45

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Periodo T (sec)

acce

lera

zion

e sp

ettr

ale

F.A

.*P.G

.A. (

g)

accelerazione spettrale

FIGURA 3.1 – Spettro di risposta per il suolo rilevato a Comacchioo (Fe).

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Categoria di suolo di fondazione secondo D.M. 14/01/2008

La categoria di suolo dipende dal valore di Vs30. Il parametro Vs30 rappresenta la media ponderata deivalori delle velocità dell’onda di taglio “S” nei primi 30 m di sottosuolo indagato, matematicamente espressada (eq. 1):

vihiVs

3030

dove,

Vs30 : velocità media ponderata delle onde di taglio “S”,hi : spessore dello strato iesimo,Vi : velocità delle onde di taglio “S” nello strato iesimo.

Il valore di Vs30 viene di seguito calcolato attraverso una correlazione con una provapenetrometrica statica con punta elettrica e sismocono CPTU1 con rif.37-14, che raggiunge laprofondità di -31,50 m da p.c..

Si ricorda che la Vs30 va calcolata dal piano di posa della fondazione.

In FIGURA 3.1 è riportato uno stralcio della CTR della provincia di Ferrara con l’ubicazione dellaprova penetrometrica CPTU1 con rif.37-14.

FIGURA 3.1 – Stralcio CTR della Provincia di Ferrara con ubicazione prova

La prova consiste nell’inserire sulla punta elettrica della prova penetrometrica statica con punta elettricadei ricevitori (geofoni) che con opportuna strumentazione e una sorgente di onde in superficie possono esseremisurati, a profondità diverse, in questo caso ogni 5 m (SCPTU1), i tempi di arrivo delle onde sismiche fra lasuperficie (sorgente) ed i ricevitori (in profondità), analogamente a quanto avviene con il metodo geofisicocosiddetto “downhole”.

La punta utilizzata prende il nome di Piezocono G1-CPL2IN (FIGURA 3.2).In base ai tempi di arrivo conoscendo la distanza tra la sorgente ed il ricevitore si può calcolare la

velocità delle onde sismiche ed in particolare delle onde di taglio (Vs).

SCPTU1

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FIGURA 3.2 – Rappresentazione grafica della prova penetrometrica con piezocono sismico

Durante la realizzazione della prova penetrometrica statica con punta elettrica e sismocono SCPTU1con rif. U22-14 sono state realizzate letture dirette dei tempi di arrivo delle onde di taglio S ad intervalliregolari.

Attraverso questo strumento è possibile determinare la velocità di propagazione delle onde S allaprofondità di 30 metri (VS30). Di seguito viene riportata l’elaborazione della prova SCPTU1 svolta in sito.

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Il valore di Vs30 calcolato risulta: Vs30 = 192 m/s e quindi la Categoria di suolo è C.Tale valore và assunto con uno scarto di ±10%, come per tutti i metodi di acquisizione di tale

parametro.

Vs30 = 192 m/s Categoria di suolo C

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Azioni Sismiche “D.M. 14 gennaio 2008”

La classificazione sismica introdotta dall’OPCM 3519/2006, recepita dal D.M. 14/01/2008, prevedeper il comune di Comacchio una accelerazione massima orizzontale di picco al suolo, cioè per T=0 e su suolorigido (Vs30>800m/sec), appartenente all’intervallo 0,075 – 0,100, con una probabilità di superamento del10% in 50 anni. Secondo il vigente D.M., gli spettri di risposta rappresentano delle componenti (orizzontale everticale) delle azioni sismiche di progetto di un generico sito del territorio nazionale.

In FIGURA 3.2, si riporta un particolare della mappa di pericolosità sismica redatta dall’INGV,secondo la Tabella 1, allegata alle nuove Norme Tecniche per le Costruzioni.

FIGURA 3.2 – Carta pericolosità sismica, da progetto DCP – INGV – S1. fonte: http://esse1-gis.mi.ingv.it

Per la scelta della strategia di progettazione, il progettista procede in funzione delle caratteristichedell’opera progettata e definisce lo spettro di risposta. Ai fini della normativa, le forme spettrali sono definite, perciascuna delle probabilità di superamento nel periodo di riferimento PVR, a partire dai valori dei seguenti parametri su sito diriferimento rigido orizzontale:

ag accelerazione orizzontale massima al sito;

Fo valore massimo del fattore di amplificazione dello spettro in accelerazione orizzontale

T*C periodo di inizio del tratto a velocità costante dello spettro in accelerazione orizzontale.

In allegato alla norma per tutti i siti italiani, sono forniti i valori di ag, Fo e T*C necessari per ladeterminazione delle azioni sismiche.

Nella Tabella 3.2 tratta dalla normativa si riportano i valori di probabilità di superamento per i diversistati limiti a cui si può spingere la progettazione.

Tabella 3.2 - D.M. 14-01-2008 Probabilità di superamento PVR al variare dello stato limite considerato

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Di seguito si riportano i parametri sismici calcolati secondo un approccio “sito dipendente”. Comeindicato nell’Allegato A del D.M. 14 gennaio 2008, si possono ottenere i valori dei suddetti parametri spettrali(ag, F0 e T*c) del sito in esame utilizzando come riferimento le informazioni disponibili nel reticolo diriferimento (FIGURA 3.3).

FIGURA 3.3 – Vertici della griglia di riferimento(Fonte:www.geostru.com)

Si valutano i parametri spettrali ag, F0 e T*c per il sito di progetto (approccio “sito-dipendente”) a titoloesemplificativo considerando l’amplificazione stratigrafica e topografica (T1) (Cap. 3.2 del D.M.2008) lacategoria del sottosuolo (C) e la classe d’uso della costruzione (II) (Cap. 2.4 del D.M. 2008).

Parametri sismici

Tipo di elaborazione: Stabilità dei pendii e fondazioni

Sito in esame. latitudine: 44,67208 longitudine: 12,231834 Classe: 2 Vita nominale: 50

Siti di riferimento Sito 1 ID: 16077 Lat: 44,6782Lon: 12,2251 Distanza: 861,935 Sito 2 ID: 16078 Lat: 44,6789Lon: 12,2954 Distanza: 5082,151 Sito 3 ID: 16300 Lat: 44,6289Lon: 12,2964 Distanza: 7010,740 Sito 4 ID: 16299 Lat: 44,6282Lon: 12,2262 Distanza: 4903,084

Parametri sismici Categoria sottosuolo: C Categoria topografica: T1 Periodo di riferimento: 50anni Coefficiente cu: 1

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Operatività (SLO): Probabilità di superamento: 81 % Tr: 30 [anni] ag: 0,034 g Fo: 2,524 Tc*: 0,250 [s]

Danno (SLD): Probabilità di superamento: 63 % Tr: 50 [anni] ag: 0,041 g Fo: 2,546 Tc*: 0,279 [s]

Salvaguardia della vita (SLV): Probabilità di superamento: 10 % Tr: 475 [anni] ag: 0,100 g Fo: 2,581 Tc*: 0,299 [s]

Prevenzione dal collasso (SLC): Probabilità di superamento: 5 % Tr: 975 [anni] ag: 0,127 g Fo: 2,608 Tc*: 0,302 [s]

Coefficienti Sismici SLO:

Ss: 1,500Cc: 1,660St: 1,000Kh: 0,010Kv: 0,005Amax: 0,505Beta: 0,200

SLD:Ss: 1,500Cc: 1,600St: 1,000Kh: 0,012Kv: 0,006Amax: 0,606Beta: 0,200

SLV:Ss: 1,500Cc: 1,560St: 1,000Kh: 0,030

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Kv: 0,015Amax: 1,471Beta: 0,200

SLC:Ss: 1,500Cc: 1,560St: 1,000Kh: 0,046Kv: 0,023Amax: 1,872Beta: 0,240

Geostru software - www.geostru.com

Magnitudo di progetto

Nei tempi storici erano stati stimati eventi con magnitudo di 5,2. Durante gli eventi del maggio 2012 sisono liberate energie sismiche sulla dorsale ferrarese con magnitudo di 5,9 (che è stato stimato da Picotti,2013, come evento con TR di 1000 anni).

La zonizzazione sismica ZS9 pone come magnitudo attesa massima nella zona sismogenetica 912 ilvalore di M = 6,14, i terremoti storici in questa area allo studio, esterna all’area sismogenetica, sonodecisamente più bassi, per cui lo scrivente propone l’assunzione di questo valore:

Magnitudo di progettoM 5,9 Mw

Nella FIGURA 3.4 sono riportati i sismi che hanno colpito la provincia di Ferrara in tempi storicirelativamente recenti.

Comune Lat. Lon. Imax MwARGENTA 44.61459 11.83658 9 6,1ARGENTA 44.61459 11.83658 9 6,1BONDENO 44.88857 11.41666 8 5,6CENTO 44.72685 11.28937 7 5,2CODIGORO 44.83096 12.10568 <= 6 4,8COMACCHIO 44.69444 12.18290 7 5,2COPPARO 44.89391 11.82986 8 5,6FERRARA 44.83559 11.61842 8 5,6FORMIGNANA 44.84187 11.85894 8 5,6JOLANDA DI SAVOIA 44.88518 11.97726 7 5,2LAGOSANTO 44.76249 12.13965 7 5,2MASI TORELLO 44.79369 11.79704 8 5,6MASSA FISCAGLIA 44.80818 12.01334 7 5,2MESOLA 44.92060 12.23033 <= 6 4,8MIGLIARINO 44.77058 11.93149 8 5,6MIRABELLO 44.82534 11.46031 8 5,6OSTELLATO 44.74516 11.94085 8 5,6POGGIO RENATICO 44.76571 11.48392 8 5,6PORTOMAGGIOR 44.69759 11.80509 8 5,6RO 44.94634 11.76146 8 5,6SANT’AGOSTINO 44.79258 11.38519 8 5,6VIGARANO MAINARDA 44.84191 11.49759 8 5,6VOGHIERA 44.75737 11.75011 8 5,6TRESIGALLO 44.81771 11.89393 8 5,6GORO 44.85334 12.30076 <= 6 4.8MIGLIARO 44.79835 11.97311 7 5.2Mw=0,430Imax+2.182

FIGURA 3.4 - sismi che hanno colpito la provincia di Ferrara in tempi storici relativamente recenti

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3.2 VERIFICA DELLA RESISTENZA ALLA LIQUEFAZIONE DELLE SABBIE

L’obiettivo della riduzione del rischio sismico passa anche per l’analisi delle componenti territoriali chepossono innescare fenomeni negativamente impattanti con le strutture antropiche e la loro sicurezza. Valecomunque la pena evidenziare che laddove sono presenti i caratteri predisponenti, non è detto che si possanorealizzare le condizioni di cause scatenanti; ovvero un terreno sabbioso può avere tutti i requisiti granulometricie di addensamento per liquefarsi, ma nell’area non si verificherà un sisma con energia sufficiente ad indurreliquefazione.

In particolare vengono ritenuti motivi di esclusione dalla verifica a liquefazione, la verifica dialmeno una di queste circostanze:

1. Eventi sismici attesi di magnitudo di momento Mw inferiore a 5 (“A.G.I., 2005).2. Accelerazioni massime attese al piano campagna in condizioni free-field minori di 0,1g;3. Accelerazioni massime al piano campagna in condizioni free-field minori di 0,15g e terreni con

caratteristiche ricadenti in una delle tre seguenti categorie:frazione di fine, FC, superiore al 20% (FC = frazione passante al setaccio ASTM 200,

0,074mm), con indice di plasticità PI>10;FC 35% e resistenza (N1)60>20;FC 5% e resistenza (N1)60>25

Dove (N1)60 è il valore normalizzato della resistenza penetrometrica della prova SPT.4. Distribuzione granulometrica esterna alle zone indicate nella FIGURA 3.5 da distinguere i materiali

in funzione del coefficiente di uniformità Uc<3,5 o Uc>3,5.5. Profondità media stagionale della falda superiore ai 15m dal piano campagna.6. Copertura di strati superficiali non liquefacibili con spessore maggiore di 3m, oppure con spessore

maggiore di 5m per magnitudo maggiori di M>7.7. Un ulteriore motivo di esclusione dalla verifica di liquefazione è dato dal valore della densità

relativa Dr del deposito. Gibbs ha eseguito diversi studi su risultati di vari autori stabilendo che una densitàrelativa pari a 70% è valore limite tra terreni liquefacibili e non liquefacibili (Manuale di geotecnica per l’ingegneriacivile” di Nunziante Marino, Maggioli Editore, 2006), di conseguenza tutti i terreni con Dr > 70% vengonoautomaticamente esclusi dalla verifica alla liquefazione.

FIGURA 3.5.: Fusi granulometrici liquefacibili

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campione C1 dimensione granuli (mm) 0,0013 0,0031 0,0054 0,0074 0,0139 0,0192 0,0297 0,0405 0,0558 0,075 0,125 0,25 0,425 0,85 2 4,75 D60 D10 Ucprof. -2,0/-2,4m S3C1 % passante 9,18 13,26 17,34 23,47 35,71 39,79 43,87 49,99 54,07 64,35 71,36 86,34 98,93 99,47 99,65 100 0,07 0,0055 12,7

fuso1 0,01 0,02 0,03 0,04 0,05 0,062 43 68 84 93 98

fuso 2 0,04 0,08 0,1 0,13 0,22 47 66 92 98

fuso 3 0,4 0,66 0,8 1 1,2 1,85 44 58 78 92 98

fuso 4 1 2 3 3,7 55 55 79 90 98

fuso 1 0,003 0,006 0,01 0,02 0,03 0,068 31 50 72 82 96

fuso 2 0,004 0,006 0,009 0,02 0,03 0,06 0,1 0,152 10 21 50 62 82 93 98

fuso 3 0,2 0,4 1 3 4 64 21 53 88 93 98

fuso 4 1 3 4 7 10 16 2010 46 56 72 82 92 97

Uc<3,5

0

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diametro d (mm)

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elevata possibilitàdi liquefazione

possibilità di liquefazione

possibilità di liquefazione

elevata possibilitàdi liquefazione

10

60

DD

Uc

Come si può notare la granulometria del campione prelevato ha una elevata possibilità di liquefare, anche se non ècompletamente all’interno del fuso liquefacibile.

Il D.M. 14/01/2008 ha riassunto in questi 5 punti i casi in cui non è prevista liquefazione:

Per la verifica della liquefazione delle sabbie è stato utilizzato un software di calcolo che analizzandoogni strato da 2 cm individuato dalle prove CPTU, ne verifica la potenzialità di liquefazione. Ai fini del calcoloè stata considerata la prova penetrometrica statica con punta elettrica CPTU1, con rif. U37-14.

Utilizzando i dati di input visualizzati in FIGURA 3.6, se ne deduce che nell’area di studio il fenomenodella liquefazione non è un effetto di sito atteso (per eventi che da normativa vanno considerati con tempo diritorno di 475 anni).

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FIGURA 3.6 : Dati input e metodi di calcolo adottati.

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Dei calcoli effettuati si riporta solo la sintesi dei risultati finali.

Inoltre è stato verificato l’indice del potenziale di liquefazione, IL, definito dalla seguente relazione:

dzzwzFIL )()(200 ,

in cui z è la profondità dal piano di campagna in metri e w(z)=10-0.5z

Ad una quota z il fattore F(z)=F vale:

LFF 1 se FL 1.0

0F se FL>1.0

dove FL è il fattore di sicurezza alla liquefazione alla quota considerata.

Con il software si calcola nei primi -20,00 m, il valore del potenziale di liquefazione per tutti gli stratiincoerenti, in questo caso il valore è pari a 0,28.

In base alle Tabelle 3.3 e 3.4 i terreni in esame risultano essere non liquefacibili.

Potenziale Liquefazione IPL ClassificazioneIPL = 0 Non liquefacibile

0 < IPL 2 Basso2 < IPL 5 Moderato5 < IPL 15 Alto

IPL 15 Molto AltoTabella 3.3 – Classificazione indice potenziale liquefazione

Prova CPTU1 Potenziale Liquefazione (IPL)CPTU1 0,28Tabella 3.4 – Indice potenziale di liquefazione

3.3. CALCOLO CEDIMENTI POSTSISMICI NEI TERRENI GRANULARI

Dell’elaborazione completa dei cedimenti post sismici si riporta solo il risultato finale. Sono stati stimati icedimenti postsismici nei banchi sabbiosi rilevati con la prova CPTU1 con rif. U22-14 spinta fino allaprofondità di -31,30 m da p.c..

Dalle elaborazioni informatiche, si ricava che con una Magnitudo di 5.90, solo alcuni dei livelli ha ilfattore di resistenza alla liquefazione inferiore a 1,00, determinando cedimenti post sismici pari a 6,04 cm(Tabella 3.5).

CPTU Cedimenti postsismici (cm)CPTU1 6,04

Tabella 3.5 – Cedimenti post-sismici

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4. MODELLAZIONE GEOTECNICA

Uno dei motivi di pericolosità geologica del territorio, deriva in questi luoghi, dall’interazione tra operedi fondazione e terreni compressibili, su cui le costruzioni in elevazione possono creare condizioni di instabilitàdel complesso opera-terreno.

Si rende quindi necessario fare alcune valutazioni per verificare le caratteristiche meccaniche dei terrenidi fondazione, utilizzando in via indicativa, i dati derivabili dalle indagini specifiche eseguite per lamodellazione geologica.

E’ dunque stata considerata la prova penetrometrica statica con punta elettrica CPTU1, spinta fino allaprofondità di -31,50 m da p.c., rifer.U37-14 effettuata nel lotto in esame.

In FIGURA 4.1 viene riportata una mappa catastale generale con l’ubicazione della provapenetrometrica statica con punta elettrica CPTU1.

FIGURA 4.1 - Planimetria con ubicazione indagine CPTU

Gli spessori di terreno sotto le fondazioni da prendere in particolare considerazione sono ricavati dallaformula di Meyerhof (1953):

H= 0,5 B tg (45° + /2)

dove H è la profondità a cui si spinge il cuneo di terreno solidale con la fondazione. Inoltre vannovalutate le resistenze alla punta presenti negli spessori di terreno in cui l’incremento di carico q è superiore al10% del carico applicato in superificie.

4.1. ACQUISIZIONE DATI CON PROVE PENETROMETRICHE STATICHE

L'esecuzione delle prove penetrometriche è avvenuta con un Penetrometro Statico con punta elettricacon piezocono.

Si allegano i diagrammi delle resistenze dal cui confronto si possono evincere le differenze dicomportamento dei terreni nei vari strati incontrati; le interpretazioni litologiche, in base alle valutazionistratigrafiche fornite da Douglas-Olsen (1981), Robertson-Campanella (1983) e Olsen-Farr (1986).

Le caratteristiche geotecniche dei terreni ricavate dai risultati della penetrometria statica sono riportate intabella parametri geotecnici.

CPTU1

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Nelle tabelle viene fatta distinzione fra i terreni di natura coesiva e quelli di natura granulare.Per i terreni di natura coesiva vengono riportati, i valori di resistenza all’infissione della punta del

penetrometro qc (Mpa), la resistenza laterale Fs (MPa), il peso di volume (kN/m3), la coesione non drenataCu (kPa), il grado di sovraconsolidazione OCR, dei moduli di deformazione non drenati Eu50 (MPa)corrispondenti rispettivamente ad un grado di mobilitazione dello sforzo deviatorico pari al 50 e 25 %, delmodulo di deformazione edometrico Mo (Mpa).

Per i terreni di natura granulare vengono riportati, i valori di resistenza all’infissione della punta delpenetrometro qc (MPa), la resistenza laterale Fs (MPa), la densità relativa Dr (%), dell’angolo di attrito internoefficace ’ (°), i moduli di deformazione drenati E’25 (MPa) e del modulo di deformazione edometrico Mo(MPa).

Nella Tabella 4.1 si riportano i parametri geotecnici medi per strati pseudomogenei rilevati con la provapenetrometrica statica con punta elettrica CPTU1:

Tabella 4.1 – Stratigrafia geotecnica semplificata, CPTU1

4.2. CONSIDERAZIONI DI MASSIMA SULLE FONDAZIONI

In questo paragrafo verranno riportate alcune considerazioni di massima sulla capacità portante deiterreni a titolo puramente indicativo, in quanto questa fase è prodromica alla progettazione strutturale.

Si riportano i calcoli di capacità portante nel caso ipotetico di una trave rovescia con B=1,20 m eL=10,00 m, carico di esercizio qes=1,00 kg/cm2, con profondità di posa posta a -0,60 dal p.c.; il peso divolume sopra falda è di 1,85t/m3, mentre il peso di volume sotto falda è 0,90 t/m3; le accelerazioni attese

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sono, come calcolato, 0,103 g e l’amplificazione è 1,5; la coesione è nulla, mentre l’angolo di attrito dei terreniè scelto pari a 30°.

Sostituendo con i parametri sitospecifici, si ottiene:

Fattore di sicurezza 3 capacità portante di sicurezza= tonn/mqApproccio tradizionale carico di sicurezza q.sic = 11,48 t/m2

F=3Approccio 1combinazione A1+M1+R1gf=1,00 gR=1 capacità portante M1+R1= 34,43 t/m2

combinazione A2+M2+R2gf=1,25 gR=1,8 capacità portante M2+R2= 10,03 t/m2

Approccio 2combinazione A1+M1+R3gf=1,00 gR=2,3 capacità portante M1+R3= 14,97 t/m2

Nel calcolo della capacità portante, non è stato considerato l’effetto delle forze orizzontali generate dalsisma e agenti sulla struttura.

Nella Tabella 4.3, si riporta il valore dei cedimenti per il carico di esercizio calcolato con il metodo dellaconsolidazione edometrica monodimensionale per la CPTU1 (rif. U37-14):

CPTU1 25/03/2014Falda = -0,80 m

q.es

(Kg/cm2 )Cedimenti S

(cm)Prof. di posa delle fondazioni Df

(m dal p.c.)Volume significativo Hc

(m da p.c.)Trave rovescia B=1,20 m 1,00 1,55 -0,60 6,50

Tabella 4.3 – Carico di esercizio e cedimento corrispondente, CPTU1

Come si può notare i cedimenti sono molto contenuti grazie alle ottime capacità portanti del terreno.

Sarà comunque responsabilità del progettista delle strutture valutare le entità dei carichi da applicare everificare l’ammissibilità dei cedimenti conseguenti. Si consideri che per la natura deposizionale dei terreni

dott. geol. Thomas Veronesevia Roma 10, 44021 Codigoro (FE) tel. 0533-713798 tel mob. 335-5240380

Lido Estensi 32

alluvionali della bassa pianura padana, caratterizzati da frequenti oscillazioni verticali ed orizzontali dellecaratteristiche di compressibilità, i valori dei cedimenti proposti vanno considerati come ordine di grandezza,passibili di scarti anche di ± 30%.

Codigoro, lì 10/04/2014 Dott. Geologo Thomas Veronese

DOTT. GEOL. THOMAS VERONESE - Via Roma, 10 44021 CODIGORO (Ferrara)

Prof. qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc.(m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa °

0,02 0,45 2,29 37,95 0,52 1,82 5,13 13,79 35,74 0,88 3,62 4,51 15,02 34,63 1,22 5,42 5,80 26,28 46,84 1,51 7,22 5,50 31,88 62,38 1,970,04 0,52 2,96 40,17 0,43 1,84 5,32 15,67 35,74 0,89 3,64 4,68 13,69 35,74 1,22 5,44 5,76 26,84 46,84 1,54 7,24 5,55 29,99 63,49 1,980,06 0,66 3,52 39,06 0,49 1,86 5,43 17,23 35,74 0,89 3,66 4,71 13,13 34,63 1,23 5,46 5,85 26,51 46,84 1,54 7,26 5,66 27,76 63,49 1,980,08 0,80 4,07 37,95 0,54 1,88 5,49 18,57 35,74 0,89 3,68 4,68 12,35 34,63 1,25 5,48 6,16 26,95 46,84 1,54 7,28 5,79 22,65 63,49 1,990,10 0,90 4,63 37,95 0,43 1,90 5,54 20,23 36,85 0,90 3,70 4,66 12,57 34,63 1,24 5,50 6,69 27,06 49,05 1,54 7,30 5,92 19,54 64,60 1,990,12 1,03 5,07 39,06 0,38 1,92 5,48 17,16 33,52 0,91 3,72 4,62 14,24 35,74 1,24 5,52 6,99 25,73 50,16 1,57 7,32 6,02 17,31 64,60 1,980,14 1,39 4,74 37,95 0,47 1,94 5,77 17,61 33,52 0,93 3,74 4,64 15,46 34,63 1,24 5,54 6,92 24,17 49,05 1,55 7,34 6,14 17,76 65,71 1,980,16 1,39 5,18 39,06 0,50 1,96 5,84 17,83 33,52 0,93 3,76 4,77 16,79 35,74 1,24 5,56 6,65 24,39 50,16 1,57 7,36 6,27 17,42 65,71 1,990,18 1,60 5,74 39,06 0,51 1,98 5,84 18,39 33,52 0,93 3,78 5,01 18,02 35,74 1,24 5,58 6,51 25,05 50,16 1,58 7,38 6,43 17,31 66,82 1,990,20 1,78 6,41 37,95 0,45 2,00 5,85 19,16 33,52 0,91 3,80 5,21 18,35 36,85 1,27 5,60 6,30 25,72 50,16 1,58 7,40 6,62 17,64 67,93 2,010,22 1,92 6,97 39,06 0,38 2,02 5,74 16,95 30,19 0,95 3,82 5,23 18,01 35,74 1,28 5,62 6,23 26,28 49,05 1,59 7,42 6,89 18,20 67,93 2,010,24 2,13 7,64 37,95 0,47 2,04 5,76 17,18 30,19 0,95 3,84 5,13 16,90 37,95 1,27 5,64 6,47 26,94 50,16 1,60 7,44 7,27 18,42 70,15 2,010,26 2,25 8,53 37,95 0,55 2,06 5,80 18,18 30,19 0,94 3,86 4,95 17,12 36,85 1,25 5,66 6,85 26,94 51,28 1,59 7,46 7,62 18,64 70,15 2,020,28 2,33 10,65 37,95 0,54 2,08 6,01 19,29 30,19 0,97 3,88 4,78 18,46 36,85 1,24 5,68 6,88 25,94 50,16 1,60 7,48 8,00 18,86 71,25 2,020,30 2,43 12,10 36,85 0,53 2,10 6,27 19,29 31,30 0,96 3,90 4,74 19,90 36,85 1,25 5,70 6,56 25,38 51,28 1,60 7,50 8,36 19,53 73,48 2,050,32 2,49 14,00 35,74 0,52 2,12 6,37 19,28 31,30 0,97 3,92 4,85 20,79 36,85 1,27 5,72 6,04 25,83 50,16 1,59 7,52 8,76 20,20 74,59 2,030,34 2,56 15,56 35,74 0,53 2,14 6,22 19,62 31,30 0,98 3,94 4,90 20,90 36,85 1,27 5,74 5,44 26,27 50,16 1,60 7,54 9,09 20,75 75,70 2,060,36 2,54 16,57 35,74 0,54 2,16 5,97 20,28 31,30 0,98 3,96 4,78 21,01 36,85 1,27 5,76 5,06 27,49 50,16 1,62 7,56 9,32 21,86 76,81 2,060,38 2,48 17,47 34,63 0,54 2,18 5,57 21,28 30,19 0,97 3,98 4,59 21,01 36,85 1,29 5,78 4,91 28,15 50,16 1,62 7,58 9,58 23,19 77,92 2,050,40 2,47 17,47 34,63 0,55 2,20 5,13 23,61 30,19 1,00 4,00 4,40 20,45 36,85 1,29 5,80 4,86 27,60 50,16 1,62 7,60 9,70 24,63 77,92 2,060,42 2,43 17,04 33,52 0,57 2,22 4,73 25,50 30,19 1,00 4,02 4,20 19,67 36,85 1,31 5,82 5,01 25,82 51,28 1,63 7,62 9,66 25,74 79,03 2,050,44 2,47 16,60 33,52 0,56 2,24 4,54 26,50 30,19 1,00 4,04 3,83 19,00 36,85 1,29 5,84 5,35 24,82 51,28 1,64 7,64 9,24 27,85 79,03 2,080,46 2,58 16,61 32,41 0,56 2,26 4,59 26,39 31,30 1,01 4,06 3,19 19,22 36,85 1,29 5,86 5,75 23,26 52,39 1,65 7,66 8,77 29,52 77,92 2,080,48 2,77 17,06 32,41 0,58 2,28 4,79 25,39 31,30 1,02 4,08 2,57 19,33 34,63 1,31 5,88 5,97 20,70 52,39 1,64 7,68 8,31 31,75 80,14 2,080,50 2,98 17,63 32,41 0,57 2,30 4,83 22,83 29,08 0,99 4,10 2,26 18,77 34,63 1,29 5,90 5,90 17,70 53,50 1,64 7,70 7,95 31,75 80,14 2,080,52 3,10 17,75 32,41 0,58 2,32 5,13 19,28 31,30 1,03 4,12 1,91 17,22 33,52 1,29 5,92 5,57 16,14 52,39 1,63 7,72 7,61 32,42 79,03 2,090,54 3,26 17,09 32,41 0,58 2,34 5,26 17,39 29,08 1,03 4,14 1,47 15,44 33,52 1,29 5,94 5,23 16,03 52,39 1,64 7,74 7,39 32,31 77,92 2,100,56 3,32 15,99 31,30 0,58 2,36 5,14 17,28 31,30 1,03 4,16 1,23 13,22 33,52 1,32 5,96 4,87 17,03 52,39 1,67 7,76 7,25 32,08 77,92 2,080,58 3,42 15,22 31,30 0,59 2,38 5,07 17,61 31,30 1,05 4,18 0,96 10,99 32,41 1,31 5,98 4,54 18,36 51,28 1,65 7,78 7,14 31,42 77,92 2,100,60 3,62 14,23 31,30 0,59 2,40 5,04 18,50 31,30 1,03 4,20 0,77 9,77 33,52 1,32 6,00 4,20 19,91 51,28 1,67 7,80 7,12 31,08 77,92 2,120,62 3,64 14,46 31,30 0,59 2,42 5,01 19,39 30,19 1,06 4,22 0,72 9,77 32,41 1,32 6,02 3,87 21,02 52,39 1,66 7,82 7,06 28,97 77,92 2,120,64 3,45 14,91 31,30 0,59 2,44 4,91 20,28 31,30 1,03 4,24 0,96 10,43 33,52 1,34 6,04 3,57 21,02 51,28 1,63 7,84 7,23 27,41 79,03 2,120,66 3,35 14,70 30,19 0,60 2,46 4,73 21,61 30,19 1,03 4,26 1,98 10,76 35,74 1,32 6,06 3,23 20,24 50,16 1,66 7,86 7,31 26,19 77,92 2,120,68 3,25 14,60 29,08 0,58 2,48 4,61 22,28 30,19 1,06 4,28 2,67 13,21 36,85 1,25 6,08 2,92 18,57 50,16 1,66 7,88 7,36 25,08 80,14 2,150,70 3,22 15,16 29,08 0,60 2,50 4,57 21,50 30,19 1,07 4,30 3,19 11,65 36,85 1,32 6,10 2,58 15,46 50,16 1,66 7,90 7,15 24,30 79,03 2,140,72 3,34 14,95 29,08 0,60 2,52 4,57 20,61 31,30 1,07 4,32 3,38 11,65 36,85 1,32 6,12 2,33 12,46 49,05 1,66 7,92 6,79 32,97 77,92 2,100,74 3,38 15,28 29,08 0,62 2,54 4,63 19,94 31,30 1,07 4,34 3,67 12,54 36,85 1,33 6,14 2,16 10,90 49,05 1,67 7,94 6,37 49,74 76,81 2,070,76 3,32 15,17 29,08 0,60 2,56 4,63 19,27 31,30 1,07 4,36 4,07 14,21 39,06 1,33 6,16 2,15 11,12 50,16 1,67 7,96 6,19 58,41 117,88 2,070,78 3,13 14,28 27,96 0,62 2,58 4,51 18,71 30,19 1,06 4,38 4,48 15,99 39,06 1,33 6,18 2,44 13,01 50,16 1,68 7,98 7,01 50,74 132,31 2,050,80 2,91 13,39 27,96 0,60 2,60 4,42 18,71 31,30 1,07 4,40 4,92 16,32 40,18 1,33 6,20 2,97 17,01 52,39 1,70 8,00 7,68 48,85 131,20 2,090,82 2,62 12,62 26,85 0,62 2,62 4,38 19,04 31,30 1,07 4,42 5,38 15,43 40,18 1,33 6,22 4,04 23,23 53,50 1,69 8,02 8,00 46,85 128,98 2,120,84 2,33 12,18 27,96 0,64 2,64 4,48 18,82 31,30 1,07 4,44 5,73 15,65 40,18 1,33 6,24 5,09 20,23 55,72 1,67 8,04 8,00 42,41 126,75 2,110,86 2,09 11,85 26,85 0,64 2,66 4,56 17,49 31,30 1,05 4,46 5,73 16,87 41,29 1,33 6,26 5,90 20,67 57,94 1,66 8,06 8,15 38,18 126,75 2,080,88 2,02 11,85 26,85 0,64 2,68 4,62 16,04 32,41 1,07 4,48 5,53 18,54 41,29 1,36 6,28 5,85 23,90 60,15 1,68 8,08 8,36 32,63 123,43 2,110,90 2,01 11,52 26,85 0,64 2,70 4,59 15,71 32,41 1,08 4,50 5,40 19,99 40,18 1,36 6,30 6,07 23,79 60,15 1,68 8,10 8,42 26,74 124,54 2,090,92 2,17 11,31 20,20 0,63 2,72 4,59 16,04 32,41 1,10 4,52 5,47 21,43 41,29 1,34 6,32 5,98 25,57 60,15 1,69 8,12 8,26 24,29 123,43 2,080,94 2,22 10,64 20,20 0,62 2,74 4,68 16,15 32,41 1,07 4,54 5,55 23,21 41,29 1,36 6,34 5,95 26,02 59,05 1,69 8,14 7,99 25,62 122,32 2,090,96 2,25 9,20 20,20 0,60 2,76 4,67 15,71 32,41 1,11 4,56 5,53 24,54 40,18 1,36 6,36 6,04 25,02 60,15 1,71 8,16 7,72 27,73 121,21 2,070,98 2,43 8,09 21,31 0,64 2,78 4,60 15,93 32,41 1,12 4,58 5,57 24,21 41,29 1,36 6,38 6,16 23,57 60,15 1,72 8,18 7,61 28,28 121,21 2,091,00 2,70 7,42 21,31 0,64 2,80 4,50 16,15 32,41 1,11 4,60 5,71 22,98 42,40 1,36 6,40 6,19 22,24 60,15 1,72 8,20 7,65 29,95 122,32 2,081,02 3,18 6,42 20,20 0,67 2,82 4,40 16,04 32,41 1,11 4,62 5,83 22,21 42,40 1,37 6,42 6,02 22,01 60,15 1,70 8,22 7,75 31,28 122,32 2,091,04 3,58 6,31 21,31 0,67 2,84 4,35 16,04 33,52 1,12 4,64 5,80 22,32 42,40 1,37 6,44 5,87 21,90 60,15 1,72 8,24 7,71 31,06 122,32 2,091,06 3,89 7,54 21,31 0,67 2,86 4,49 14,93 32,41 1,10 4,66 5,60 21,98 41,29 1,37 6,46 6,07 21,34 61,26 1,74 8,26 7,69 30,72 123,43 2,081,08 4,06 8,20 21,31 0,67 2,88 4,47 14,70 32,41 1,12 4,68 5,33 21,65 42,40 1,38 6,48 6,48 21,34 61,26 1,75 8,28 7,90 30,72 123,43 2,101,10 4,11 8,09 22,42 0,67 2,90 4,50 14,14 32,41 1,14 4,70 5,05 21,76 41,29 1,38 6,50 6,98 21,45 62,38 1,72 8,30 8,31 30,60 125,65 2,091,12 4,07 8,54 21,31 0,67 2,92 4,48 14,03 33,52 1,14 4,72 4,68 24,20 42,40 1,40 6,52 7,28 21,12 63,49 1,74 8,32 8,72 29,27 126,75 2,081,14 3,95 9,31 22,42 0,68 2,94 4,33 14,03 31,30 1,14 4,74 4,68 24,64 42,40 1,40 6,54 7,45 21,00 64,60 1,74 8,34 8,95 28,38 127,86 2,091,16 3,77 10,76 21,31 0,68 2,96 4,16 12,92 32,41 1,14 4,76 4,61 23,41 42,40 1,40 6,56 7,54 21,00 64,60 1,76 8,36 9,19 28,05 128,98 2,081,18 3,54 11,76 21,31 0,71 2,98 4,02 12,25 32,41 1,14 4,78 4,31 22,08 42,40 1,42 6,58 7,43 23,23 64,60 1,76 8,38 9,25 27,60 128,98 2,101,20 3,26 12,54 20,20 0,71 3,00 3,85 12,59 32,41 1,12 4,80 3,87 21,07 42,40 1,42 6,60 7,36 25,33 64,60 1,76 8,40 9,07 28,04 127,86 2,091,22 3,03 12,76 20,20 0,71 3,02 3,63 13,81 32,41 1,14 4,82 3,34 19,96 42,40 1,42 6,62 7,34 26,56 65,71 1,79 8,42 8,94 28,82 127,86 2,101,24 2,76 12,54 20,20 0,71 3,04 3,48 14,48 31,30 1,16 4,84 2,87 19,51 41,29 1,43 6,64 7,36 25,88 65,71 1,79 8,44 8,92 29,37 127,86 2,091,26 2,34 12,54 20,20 0,73 3,06 3,43 14,25 31,30 1,14 4,86 2,48 18,73 40,18 1,44 6,66 7,36 24,77 66,82 1,80 8,46 9,01 30,26 127,86 2,091,28 1,93 12,21 20,20 0,72 3,08 3,54 14,03 31,30 1,14 4,88 2,27 17,73 41,29 1,44 6,68 7,10 25,56 64,60 1,79 8,48 9,12 30,82 128,98 2,101,30 1,58 11,54 20,20 0,72 3,10 3,83 14,03 33,52 1,14 4,90 2,18 16,50 41,29 1,45 6,70 7,03 24,34 63,49 1,77 8,50 9,24 31,25 128,98 2,101,32 1,23 11,54 19,09 0,73 3,12 4,16 13,03 33,52 1,15 4,92 2,27 15,50 41,29 1,46 6,72 6,87 24,12 63,49 1,79 8,52 9,25 30,70 128,98 2,091,34 0,91 12,87 19,09 0,74 3,14 4,30 11,25 33,52 1,18 4,94 2,46 14,61 41,29 1,45 6,74 6,79 24,68 64,60 1,81 8,54 9,41 30,81 130,09 2,101,36 0,84 15,32 19,09 0,74 3,16 4,23 9,80 33,52 1,15 4,96 2,83 13,05 41,29 1,46 6,76 6,80 24,79 63,49 1,81 8,56 9,41 30,47 130,09 2,111,38 1,07 17,54 19,09 0,74 3,18 4,14 8,69 33,52 1,18 4,98 3,24 14,27 42,40 1,45 6,78 6,73 24,56 62,38 1,80 8,58 8,94 31,91 128,98 2,141,40 1,01 16,87 20,20 0,75 3,20 3,89 9,36 32,41 1,16 5,00 3,76 14,83 44,62 1,45 6,80 6,60 25,56 63,49 1,81 8,60 8,83 30,14 128,98 2,121,42 0,99 14,99 20,20 0,76 3,22 3,62 10,69 31,30 1,18 5,02 4,16 14,96 39,06 1,42 6,82 6,50 25,23 63,49 1,83 8,62 8,71 29,35 127,86 2,121,44 1,26 13,10 21,31 0,76 3,24 3,30 12,36 32,41 1,18 5,04 4,49 14,18 40,18 1,43 6,84 6,37 24,67 63,49 1,83 8,64 8,53 28,79 127,86 2,141,46 1,53 10,54 22,42 0,78 3,26 3,14 14,02 32,41 1,16 5,06 4,70 15,51 40,18 1,44 6,86 6,28 23,89 63,49 1,83 8,66 8,11 34,82 111,22 2,141,48 1,14 7,99 20,20 0,80 3,28 3,24 16,69 32,41 1,22 5,08 4,88 17,29 41,29 1,44 6,88 6,16 22,23 63,49 1,85 8,68 8,40 31,04 112,33 2,141,50 0,73 4,99 19,09 0,80 3,30 3,36 17,25 33,52 1,18 5,10 5,07 19,18 41,29 1,42 6,90 5,97 21,56 64,60 1,86 8,70 8,63 29,82 113,44 2,161,52 0,48 2,44 17,98 0,84 3,32 3,79 17,13 32,41 1,20 5,12 5,35 19,51 42,40 1,45 6,92 5,62 20,44 62,38 1,86 8,72 8,74 29,49 112,33 2,161,54 0,38 2,55 17,98 0,82 3,34 4,00 16,36 33,52 1,20 5,14 5,41 19,96 42,40 1,45 6,94 5,07 20,33 62,38 1,87 8,74 8,49 29,49 112,33 2,161,56 0,33 4,22 22,42 0,82 3,36 4,01 16,36 33,52 1,19 5,16 5,54 20,96 42,40 1,49 6,96 4,62 19,66 62,38 1,88 8,76 8,21 30,27 112,33 2,181,58 0,42 6,99 26,85 0,82 3,38 3,98 15,03 32,41 1,20 5,18 5,54 21,63 42,40 1,45 6,98 4,14 18,88 62,38 1,89 8,78 8,04 30,82 112,33 2,161,60 0,80 6,11 32,41 0,82 3,40 3,96 11,58 33,52 1,19 5,20 5,42 21,63 43,51 1,44 7,00 3,56 18,44 59,05 1,93 8,80 7,94 31,04 111,22 2,161,62 1,35 4,55 34,63 0,82 3,42 3,88 10,80 33,52 1,20 5,22 5,28 22,07 43,51 1,46 7,02 3,01 17,99 57,94 1,93 8,82 7,89 30,60 111,22 2,161,64 1,79 4,89 32,41 0,84 3,44 3,73 11,14 33,52 1,21 5,24 5,21 23,29 42,40 1,47 7,04 2,51 18,66 57,94 1,90 8,84 7,79 30,60 112,33 2,161,66 2,20 5,00 32,41 0,81 3,46 3,72 12,03 32,41 1,21 5,26 5,42 23,40 43,51 1,50 7,06 2,19 19,88 55,72 1,93 8,86 7,74 30,27 111,22 2,181,68 2,65 4,89 32,41 0,82 3,48 3,67 14,69 32,41 1,20 5,28 5,17 27,62 45,73 1,48 7,08 2,24 21,43 55,72 1,93 8,88 7,69 29,37 112,33 2,181,70 3,07 4,55 33,52 0,84 3,50 3,68 16,69 33,52 1,21 5,30 5,72 23,95 45,73 1,47 7,10 2,50 24,32 57,94 1,94 8,90 7,58 28,26 112,33 2,161,72 3,55 5,44 34,63 0,84 3,52 3,59 16,91 32,41 1,22 5,32 5,89 24,06 46,84 1,48 7,12 3,65 25,10 60,15 1,97 8,92 7,51 27,82 111,22 2,161,74 4,05 6,78 34,63 0,85 3,54 3,50 15,47 32,41 1,22 5,34 5,88 24,62 46,84 1,51 7,14 5,18 30,21 63,49 1,97 8,94 7,48 28,04 112,33 2,191,76 4,42 8,67 34,63 0,85 3,56 3,47 15,47 33,52 1,22 5,36 5,85 25,17 46,84 1,51 7,16 5,74 32,32 62,38 1,97 8,96 7,35 28,15 113,44 2,201,78 4,70 10,11 34,63 0,85 3,58 3,61 15,69 32,41 1,20 5,38 5,99 24,62 46,84 1,51 7,18 5,61 32,99 61,26 1,97 8,98 7,30 28,82 112,33 2,201,80 4,88 12,01 35,74 0,88 3,60 4,08 15,69 33,52 1,23 5,40 5,91 25,17 46,84 1,51 7,20 5,53 32,43 62,38 1,96 9,00 7,62 29,48 113,44 2,20

PROVA PENETROMETRICA STATICA CON PUNTA ELETTRICA LETTURE DI CAMPAGNA

CPTU n°:

CPTU1U37-14

RIF. PROVA:

Lido degli Estensi Fe25/03/2014 PREFORO (m da p.c.): 0,00

COMMITTENTE:CANTIERE:

DATA:

Soc Il Porto Marina degli Estensi srl PROFONDITA' MASSIMA DELLA PROVA (m da p.c.):PROFONDITA' FALDA (m da p.c.):

31,500,80

DOTT. GEOL. THOMAS VERONESE - Via Roma, 10 44021 CODIGORO (Ferrara)

Prof. qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc.(m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa °9,02 8,49 29,93 116,76 2,20 10,82 8,15 32,63 110,11 2,62 12,62 9,52 41,22 144,52 3,05 14,42 8,58 34,50 123,43 3,36 16,22 0,61 24,54 275,50 3,769,04 9,32 32,03 121,21 2,22 10,84 7,84 30,18 109,00 2,64 12,64 9,11 44,22 144,52 3,04 14,44 8,52 37,95 123,43 3,37 16,24 0,61 21,65 278,83 3,769,06 9,92 33,81 113,44 2,20 10,86 7,56 28,96 109,00 2,64 12,66 8,77 47,05 128,98 3,03 14,46 8,84 38,61 127,86 3,36 16,26 0,61 17,43 283,26 3,769,08 9,90 29,03 106,78 2,23 10,88 7,47 28,18 107,89 2,66 12,68 8,72 40,39 128,98 3,03 14,48 9,71 39,50 133,42 3,39 16,28 0,63 10,65 285,49 3,799,10 9,51 26,25 105,66 2,23 10,90 7,32 27,40 109,00 2,67 12,70 8,86 37,39 128,98 3,01 14,50 10,45 39,72 136,75 3,39 16,30 0,63 8,76 287,71 3,799,12 9,09 27,03 106,78 2,24 10,92 6,95 26,95 107,89 2,68 12,72 8,90 36,28 127,86 3,02 14,52 10,66 38,50 138,96 3,40 16,32 0,64 8,31 289,93 3,799,14 8,42 35,14 104,55 2,23 10,94 6,64 26,73 106,78 2,66 12,74 9,08 36,61 128,98 3,02 14,54 10,41 36,61 136,75 3,42 16,34 0,63 7,65 293,25 3,799,16 8,86 35,14 109,00 2,24 10,96 6,41 26,50 106,78 2,68 12,76 9,24 34,16 124,54 3,03 14,56 9,99 35,05 136,75 3,40 16,36 0,65 7,31 296,59 3,809,18 9,18 34,79 109,00 2,25 10,98 6,24 26,17 105,66 2,70 12,78 9,47 32,94 126,75 3,03 14,58 9,41 34,94 135,64 3,43 16,38 0,66 7,98 303,25 3,809,20 9,39 34,79 111,22 2,25 11,00 6,06 25,50 106,78 2,68 12,80 9,53 33,50 126,75 3,04 14,60 8,87 35,05 134,53 3,43 16,40 0,66 8,31 303,25 3,819,22 9,44 36,35 114,55 2,23 11,02 5,83 24,61 105,66 2,72 12,82 9,29 34,49 126,75 3,03 14,62 8,48 35,16 135,64 3,43 16,42 0,67 8,87 304,35 3,819,24 9,43 35,46 113,44 2,25 11,04 5,54 23,28 105,66 2,71 12,84 8,90 35,38 125,65 3,07 14,64 8,10 35,60 134,53 3,44 16,44 0,66 9,43 305,46 3,839,26 9,43 33,23 113,44 2,25 11,06 5,18 22,28 104,55 2,72 12,86 8,52 34,16 125,65 3,07 14,66 7,69 36,27 133,42 3,45 16,46 0,66 9,87 306,58 3,839,28 9,40 32,67 114,55 2,24 11,08 4,84 21,05 102,34 2,70 12,88 8,09 34,93 124,54 3,07 14,68 7,18 37,38 131,20 3,44 16,48 0,65 9,98 307,69 3,819,30 9,31 33,00 114,55 2,25 11,10 4,61 20,61 101,23 2,73 12,90 7,81 40,04 123,43 3,07 14,70 6,60 34,82 130,09 3,47 16,50 0,65 10,09 307,69 3,849,32 9,17 33,23 114,55 2,27 11,12 4,41 19,60 99,01 2,72 12,92 7,90 38,15 126,75 3,09 14,72 5,93 31,82 126,75 3,47 16,52 0,66 10,09 309,91 3,849,34 9,04 34,11 115,65 2,27 11,14 4,14 18,38 100,12 2,75 12,94 8,37 33,48 127,86 3,10 14,74 5,31 30,82 125,65 3,48 16,54 0,76 9,76 314,35 3,849,36 8,98 34,44 115,65 2,28 11,16 3,83 17,05 96,79 2,75 12,96 9,53 32,59 131,20 3,10 14,76 4,71 30,15 122,32 3,48 16,56 0,84 10,43 318,79 3,879,38 9,10 34,22 116,76 2,27 11,18 3,30 16,71 94,56 2,72 12,98 10,95 31,70 140,08 3,10 14,78 4,27 27,48 121,21 3,48 16,58 0,81 10,99 318,79 3,879,40 9,49 33,44 117,88 2,27 11,20 2,88 16,49 92,35 2,72 13,00 12,46 31,92 145,63 3,10 14,80 3,71 25,26 118,99 3,50 16,60 0,76 13,65 304,35 3,879,42 9,85 31,66 117,88 2,25 11,22 2,52 16,05 92,35 2,74 13,02 13,40 30,47 146,74 3,10 14,82 3,07 23,37 114,55 3,50 16,62 0,77 16,65 316,56 3,879,44 10,02 30,66 117,88 2,29 11,24 2,37 16,72 92,35 2,83 13,04 13,50 30,81 147,85 3,11 14,84 2,39 23,82 113,44 3,52 16,64 1,07 16,32 329,89 3,889,46 9,93 30,44 120,10 2,28 11,26 2,69 18,50 90,13 2,75 13,06 13,07 39,19 143,41 3,10 14,86 1,90 25,70 110,11 3,52 16,66 1,34 17,77 338,76 3,889,48 9,52 31,11 117,88 2,29 11,28 3,64 20,28 94,56 2,77 13,08 12,93 42,86 141,19 3,10 14,88 1,42 30,48 107,89 3,52 16,68 1,31 15,10 299,92 3,889,50 9,27 32,21 117,88 2,29 11,30 5,08 23,94 103,45 2,79 13,10 12,70 46,75 141,19 3,11 14,90 1,19 40,48 115,65 3,53 16,70 1,36 25,66 294,36 3,899,52 9,38 33,21 118,99 2,29 11,32 6,41 30,50 106,78 2,80 13,12 12,56 50,08 140,08 3,14 14,92 1,05 42,51 137,85 3,54 16,72 1,26 30,32 322,12 3,889,54 9,50 32,43 118,99 2,31 11,34 7,06 31,39 107,89 2,79 13,14 12,36 50,31 140,08 3,14 14,94 0,84 44,63 192,25 3,52 16,74 1,01 25,32 272,16 3,899,56 9,46 31,32 118,99 2,32 11,36 7,34 32,61 110,11 2,81 13,16 12,06 50,08 141,19 3,14 14,96 0,82 39,07 220,00 3,54 16,76 0,75 28,32 267,73 3,909,58 9,31 31,32 118,99 2,28 11,38 7,58 34,95 111,22 2,81 13,18 11,79 48,97 141,19 3,14 14,98 0,80 33,96 232,21 3,54 16,78 0,75 31,21 311,02 3,929,60 8,88 31,65 117,88 2,28 11,40 7,76 35,50 110,11 2,81 13,20 11,47 44,74 141,19 3,14 15,00 0,77 28,74 239,98 3,55 16,80 1,80 29,55 376,51 3,919,62 8,47 32,65 117,88 2,30 11,42 8,11 34,73 112,33 2,83 13,22 11,07 41,85 138,96 3,15 15,02 0,74 22,07 249,96 3,55 16,82 3,96 26,99 416,46 3,949,64 6,99 40,98 112,33 2,31 11,44 8,59 32,06 115,65 2,85 13,24 10,87 41,52 141,19 3,14 15,04 0,80 14,85 259,95 3,55 16,84 4,66 19,10 295,48 3,959,66 7,90 37,38 92,35 2,31 11,46 8,94 27,73 115,65 2,84 13,26 11,08 42,40 142,30 3,16 15,06 0,71 11,83 326,55 3,58 16,86 3,69 17,88 266,62 3,949,68 7,66 35,60 92,35 2,33 11,48 9,08 26,51 116,76 2,84 13,28 11,55 42,17 146,74 3,19 15,08 0,76 6,72 325,45 3,58 16,88 2,29 17,21 245,53 3,949,70 7,34 34,83 91,24 2,31 11,50 9,13 26,95 117,88 2,84 13,30 12,30 40,73 150,06 3,18 15,10 0,69 4,83 322,12 3,58 16,90 1,56 20,99 228,88 3,959,72 7,07 32,28 91,24 2,32 11,52 9,12 28,06 116,76 2,85 13,32 12,94 38,83 153,40 3,18 15,12 0,71 4,83 318,79 3,58 16,92 1,19 33,43 221,11 3,979,74 6,95 30,61 90,13 2,31 11,54 9,24 29,95 118,99 2,85 13,34 13,28 37,61 155,62 3,21 15,14 0,69 5,05 318,79 3,58 16,94 0,88 46,66 249,96 3,979,76 6,94 30,49 91,24 2,33 11,56 9,48 30,84 121,21 2,85 13,36 13,40 37,16 157,84 3,23 15,16 0,74 5,84 318,79 3,59 16,96 0,81 48,65 312,13 3,979,78 7,11 30,05 91,24 2,33 11,58 9,77 31,95 122,32 2,85 13,38 13,37 38,49 157,84 3,22 15,18 0,78 6,62 323,23 3,58 16,98 0,75 47,21 319,90 3,979,80 7,30 28,60 91,24 2,34 11,60 9,75 32,95 122,32 2,88 13,40 13,12 39,71 157,84 3,22 15,20 1,46 7,83 363,19 3,61 17,00 0,72 40,21 328,78 3,989,82 7,31 27,05 91,24 2,35 11,62 9,52 33,06 121,21 2,87 13,42 12,54 42,26 157,84 3,25 15,22 3,45 9,17 432,01 3,59 17,02 0,70 31,21 334,33 4,009,84 7,12 27,16 91,24 2,35 11,64 9,24 34,73 122,32 2,85 13,44 11,86 44,93 153,40 3,26 15,24 3,18 8,83 171,15 3,61 17,04 0,67 22,76 336,55 3,989,86 6,92 29,05 90,13 2,36 11,66 9,25 38,65 114,55 2,88 13,46 11,42 47,81 153,40 3,26 15,26 2,06 7,61 105,66 3,61 17,06 0,67 11,87 344,32 4,009,88 6,65 26,93 91,24 2,39 11,68 10,00 33,76 116,76 2,87 13,48 11,28 48,36 155,62 3,27 15,28 1,45 11,94 115,65 3,61 17,08 0,73 0,98 352,09 4,019,90 6,37 25,27 89,02 2,36 11,70 10,86 33,76 120,10 2,88 13,50 11,24 46,69 155,62 3,25 15,30 1,63 12,83 138,96 3,62 17,10 0,70 7,32 426,45 4,049,92 6,23 24,71 90,13 2,38 11,72 11,44 36,87 123,43 2,89 13,52 11,24 45,80 156,73 3,28 15,32 2,94 17,28 182,25 3,63 17,12 0,71 7,66 426,45 4,029,94 6,16 24,93 90,13 2,39 11,74 11,73 37,87 123,43 2,88 13,54 11,34 43,02 158,95 3,27 15,34 4,40 23,17 188,92 3,64 17,14 0,70 8,22 423,13 4,029,96 5,95 24,93 87,91 2,38 11,76 11,71 39,76 124,54 2,89 13,56 11,55 40,57 160,05 3,28 15,36 5,36 27,72 188,92 3,62 17,16 0,70 8,22 423,13 4,049,98 5,75 25,04 87,91 2,40 11,78 11,29 43,21 124,54 2,89 13,58 11,63 39,68 162,28 3,28 15,38 5,28 27,50 170,05 3,63 17,18 0,71 8,66 422,02 4,04

10,00 5,57 25,48 86,80 2,41 11,80 10,73 46,54 123,43 2,88 13,60 11,50 39,46 161,16 3,28 15,40 4,75 29,50 163,39 3,63 17,20 0,70 8,55 422,02 4,0510,02 5,37 23,10 79,03 2,41 11,82 10,35 48,09 123,43 2,87 13,62 11,40 40,57 158,95 3,31 15,42 4,27 23,94 161,16 3,64 17,22 0,70 9,11 422,02 4,0510,04 5,34 22,77 80,14 2,42 11,84 10,03 47,31 123,43 2,87 13,64 11,33 40,67 162,28 3,28 15,44 3,99 25,17 160,05 3,64 17,24 0,82 9,33 428,68 4,0610,06 5,32 23,22 80,14 2,42 11,86 9,78 46,42 123,43 2,87 13,66 11,15 41,56 161,16 3,28 15,46 3,87 25,61 161,16 3,65 17,26 1,20 8,55 465,31 4,0610,08 5,77 22,77 82,35 2,45 11,88 9,60 45,53 123,43 2,89 13,68 10,79 43,00 157,84 3,30 15,48 3,92 30,39 161,16 3,64 17,28 1,90 8,66 481,95 4,0910,10 6,19 23,21 85,69 2,45 11,90 9,48 42,52 124,54 2,87 13,70 10,46 44,56 156,73 3,30 15,50 4,03 33,61 161,16 3,63 17,30 1,82 8,88 385,39 4,1010,12 6,63 25,77 85,69 2,44 11,92 9,49 39,74 126,75 2,87 13,72 10,44 44,33 156,73 3,28 15,52 4,25 35,83 161,16 3,65 17,32 1,36 7,55 325,45 4,1010,14 7,09 27,10 86,80 2,44 11,94 9,62 38,74 126,75 2,90 13,74 10,34 43,33 158,95 3,28 15,54 4,64 35,50 162,28 3,64 17,34 1,02 11,22 314,35 4,0910,16 7,48 26,55 87,91 2,45 11,96 9,68 37,41 128,98 2,89 13,76 10,14 42,44 158,95 3,27 15,56 5,03 32,61 162,28 3,65 17,36 0,78 20,89 316,56 4,0910,18 7,74 26,32 89,02 2,44 11,98 9,72 36,40 130,09 2,89 13,78 9,79 40,33 154,51 3,31 15,58 5,40 30,61 164,50 3,66 17,38 0,68 28,33 370,95 4,1210,20 7,89 26,99 90,13 2,46 12,00 9,61 36,84 130,09 2,90 13,80 9,55 37,11 154,51 3,28 15,60 5,73 28,16 167,83 3,66 17,40 0,66 28,77 396,49 4,1210,22 7,92 27,66 91,24 2,46 12,02 9,46 38,39 131,20 2,93 13,82 9,38 34,43 155,62 3,30 15,62 6,12 28,16 172,26 3,67 17,42 0,67 28,33 403,15 4,1310,24 7,91 28,10 92,35 2,46 12,04 9,38 39,50 131,20 2,93 13,84 9,34 34,65 154,51 3,30 15,64 6,65 29,16 178,93 3,66 17,44 0,66 27,11 407,59 4,1210,26 7,96 27,10 91,24 2,49 12,06 9,34 40,05 131,20 2,93 13,86 9,42 35,10 157,84 3,30 15,66 7,08 30,16 184,48 3,67 17,46 0,64 24,77 408,70 4,1210,28 8,09 26,88 92,35 2,48 12,08 9,40 40,38 132,31 2,90 13,88 9,17 33,87 154,51 3,31 15,68 7,23 30,94 186,70 3,69 17,48 0,64 17,55 406,48 4,1410,30 8,27 27,21 93,45 2,49 12,10 9,86 41,27 135,64 2,92 13,90 8,50 33,43 154,51 3,30 15,70 7,02 32,37 185,59 3,68 17,50 0,61 10,66 406,48 4,1410,32 8,41 26,21 95,68 2,49 12,12 10,69 40,60 138,96 2,94 13,92 7,73 32,43 147,85 3,31 15,72 6,24 33,59 181,15 3,68 17,52 0,61 9,89 404,25 4,1410,34 8,59 26,54 96,79 2,49 12,14 11,27 38,82 142,30 2,94 13,94 6,97 33,43 144,52 3,28 15,74 5,15 36,37 174,49 3,68 17,54 0,64 9,33 410,92 4,1510,36 8,89 26,54 97,90 2,51 12,16 11,51 38,48 143,41 2,94 13,96 6,29 32,65 142,30 3,27 15,76 4,44 41,04 167,83 3,68 17,56 0,67 8,00 415,35 4,1610,38 9,16 26,87 100,12 2,51 12,18 11,54 39,04 145,63 2,94 13,98 5,92 31,87 138,96 3,27 15,78 3,97 46,92 164,50 3,69 17,58 0,97 7,33 448,65 4,1710,40 9,37 27,21 100,12 2,52 12,20 11,52 39,82 146,74 2,96 14,00 6,02 34,43 140,08 3,27 15,80 3,05 52,26 154,51 3,70 17,60 1,64 8,66 493,05 4,1810,42 9,37 27,20 102,34 2,52 12,22 11,36 40,48 145,63 2,96 14,02 6,51 31,09 141,19 3,27 15,82 2,19 58,81 142,30 3,70 17,62 1,59 7,55 323,23 4,1510,44 9,18 27,65 101,23 2,54 12,24 10,89 43,03 144,52 2,97 14,04 6,74 27,65 142,30 3,27 15,84 1,71 60,03 130,09 3,71 17,64 1,15 13,66 255,52 4,1710,46 8,97 28,09 100,12 2,53 12,26 9,99 44,25 143,41 2,96 14,06 5,79 36,62 137,85 3,26 15,86 1,22 67,81 124,54 3,70 17,66 0,82 24,77 253,30 4,1810,48 8,79 29,64 104,55 2,55 12,28 9,24 43,14 140,08 2,98 14,08 5,68 28,28 128,98 3,25 15,88 0,88 69,47 131,20 3,70 17,68 0,70 27,22 325,45 4,1910,50 8,90 30,08 107,89 2,55 12,30 8,95 42,25 138,96 2,98 14,10 5,03 28,62 126,75 3,27 15,90 0,82 64,02 214,45 3,71 17,70 0,78 28,89 376,51 4,1710,52 8,97 29,30 109,00 2,56 12,32 9,39 40,91 141,19 2,97 14,12 4,93 28,84 124,54 3,27 15,92 0,86 51,79 259,95 3,71 17,72 1,89 29,66 505,26 4,1610,54 9,05 28,18 107,89 2,56 12,34 10,38 41,02 148,95 2,97 14,14 5,82 33,85 130,09 3,27 15,94 0,97 38,79 286,60 3,72 17,74 2,78 25,78 412,03 4,1710,56 9,22 27,63 110,11 2,56 12,36 11,11 38,79 148,95 3,00 14,16 6,65 37,63 132,31 3,28 15,96 0,91 35,79 291,04 3,72 17,76 2,19 24,22 299,92 4,1810,58 9,54 27,18 112,33 2,57 12,38 11,22 38,46 150,06 3,01 14,18 6,83 39,74 130,09 3,25 15,98 0,83 25,79 288,82 3,74 17,78 1,53 20,33 271,05 4,1910,60 9,79 27,06 115,65 2,59 12,40 10,94 37,57 147,85 3,01 14,20 6,94 38,07 114,55 3,28 16,00 0,75 14,01 286,60 3,74 17,80 1,08 18,66 257,74 4,1910,62 9,65 26,95 115,65 2,59 12,42 10,61 36,01 145,63 3,03 14,22 7,03 37,84 93,45 3,30 16,02 0,78 6,78 286,60 3,76 17,82 0,89 30,00 276,61 4,2110,64 8,77 30,17 112,33 2,59 12,44 10,53 36,68 146,74 3,02 14,24 6,93 38,73 100,12 3,30 16,04 0,86 8,78 287,71 3,76 17,84 0,76 34,55 325,45 4,2210,66 8,88 33,39 109,00 2,59 12,46 10,76 37,34 147,85 3,02 14,26 7,06 36,40 106,78 3,28 16,06 0,58 1,54 244,42 3,72 17,86 0,70 34,66 379,84 4,2210,68 8,95 32,97 109,00 2,61 12,48 10,99 36,67 151,18 3,02 14,28 7,32 34,17 109,00 3,31 16,08 1,26 23,65 236,65 3,72 17,88 0,70 32,44 404,25 4,2110,70 8,76 34,19 107,89 2,60 12,50 11,03 35,11 151,18 3,03 14,30 7,71 27,62 111,22 3,32 16,10 1,11 26,43 213,34 3,72 17,90 0,68 33,22 417,58 4,2210,72 8,62 35,41 109,00 2,62 12,52 11,05 35,45 150,06 3,03 14,32 8,13 26,39 114,55 3,32 16,12 0,93 29,10 197,80 3,74 17,92 0,67 28,44 426,45 4,2310,74 8,53 35,97 109,00 2,61 12,54 11,02 36,11 151,18 3,03 14,34 8,52 27,62 118,99 3,33 16,14 0,73 33,32 203,35 3,72 17,94 0,68 17,88 430,90 4,2110,76 8,34 35,74 107,89 2,62 12,56 10,85 36,00 152,29 3,03 14,36 8,64 28,06 121,21 3,33 16,16 0,64 32,54 243,31 3,76 17,96 0,68 11,55 434,23 4,2310,78 8,20 34,97 107,89 2,63 12,58 10,64 35,33 150,06 3,02 14,38 8,67 27,73 121,21 3,36 16,18 0,61 30,65 266,62 3,78 17,98 0,79 10,33 443,11 4,2210,80 8,19 33,96 107,89 2,63 12,60 10,17 36,22 147,85 3,03 14,40 8,66 30,06 122,32 3,36 16,20 0,61 25,65 271,05 3,76 18,00 0,93 10,66 461,98 4,23

Soc Il Porto Marina degli Estensi srl PROFONDITA' MASSIMA DELLA PROVA (m da p.c.):

25/03/2014 PREFORO (m da p.c.): 0,000,80

DATA:

COMMITTENTE:

PROVA PENETROMETRICA STATICA CON PUNTA ELETTRICA LETTURE DI CAMPAGNA

RIF. PROVA: CPTU n°:

U37-14 CPTU1

31,50CANTIERE: Lido degli Estensi Fe PROFONDITA' FALDA (m da p.c.):

DOTT. GEOL. THOMAS VERONESE - Via Roma, 10 44021 CODIGORO (Ferrara)

Prof. qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc.(m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa °

18,02 0,89 6,77 345,43 4,23 19,82 0,78 13,57 626,25 4,70 21,62 0,83 18,47 616,26 5,21 23,42 1,00 12,58 695,08 5,70 25,22 0,98 24,03 566,32 6,2218,04 0,71 10,66 382,05 4,26 19,84 0,76 13,02 605,16 4,70 21,64 0,85 15,35 624,04 5,21 23,44 0,90 13,68 654,01 5,70 25,24 0,97 16,58 571,86 6,2218,06 0,68 13,99 432,01 4,23 19,86 0,74 13,24 617,38 4,72 21,66 0,85 14,02 622,93 5,21 23,46 0,86 14,13 675,10 5,70 25,26 0,95 12,47 576,31 6,2218,08 0,45 9,45 499,72 4,23 19,88 0,76 12,35 622,93 4,71 21,68 0,88 14,68 639,58 5,21 23,48 0,86 12,47 686,20 5,71 25,28 0,94 9,91 582,96 6,2318,10 0,67 16,90 544,12 4,24 19,90 0,76 11,68 626,25 4,74 21,70 1,02 14,24 675,10 5,24 23,50 0,93 15,47 706,18 5,71 25,30 0,94 8,80 585,19 6,2318,12 0,66 17,23 539,68 4,24 19,92 0,77 11,35 629,59 4,75 21,72 1,32 13,80 700,63 5,23 23,52 1,00 17,25 733,93 5,71 25,32 0,94 8,91 592,95 6,2318,14 0,68 17,45 540,79 4,24 19,94 0,78 11,68 636,25 4,74 21,74 1,91 14,13 594,06 5,25 23,54 1,10 18,48 735,04 5,72 25,34 0,92 9,57 597,40 6,2318,16 0,72 16,23 543,01 4,26 19,96 0,82 11,68 662,89 4,75 21,76 2,19 16,90 463,09 5,26 23,56 1,04 18,14 627,36 5,74 25,36 0,91 10,68 602,95 6,2618,18 0,71 10,79 543,01 4,27 19,98 1,60 11,02 826,05 4,78 21,78 1,82 17,79 395,38 5,26 23,58 0,96 18,81 687,31 5,74 25,38 0,91 11,13 606,28 6,2618,20 0,67 10,12 539,68 4,27 20,00 3,89 11,90 789,43 4,80 21,80 1,38 18,02 349,86 5,28 23,60 0,97 16,03 631,81 5,74 25,40 0,90 11,57 608,50 6,2618,22 0,67 10,34 539,68 4,26 20,02 3,56 13,47 268,84 4,79 21,82 1,01 24,90 348,75 5,27 23,62 0,90 16,03 600,73 5,75 25,42 0,90 12,46 608,50 6,2818,24 0,66 10,12 536,35 4,28 20,04 3,08 13,69 214,45 4,79 21,84 0,86 36,13 495,28 5,28 23,64 0,85 18,70 666,22 5,75 25,44 0,91 12,57 614,05 6,2618,26 0,65 10,34 535,24 4,28 20,06 2,20 16,14 204,45 4,82 21,86 0,82 37,68 536,35 5,28 23,66 0,85 17,47 688,42 5,75 25,46 0,90 12,35 619,60 6,2818,28 0,65 10,56 535,24 4,30 20,08 1,83 28,25 216,66 4,81 21,88 0,79 38,02 551,89 5,30 23,68 0,86 16,92 699,52 5,78 25,48 0,89 12,24 621,82 6,2718,30 0,66 9,79 538,56 4,30 20,10 1,38 42,91 220,00 4,82 21,90 0,78 33,46 571,86 5,28 23,70 0,88 16,81 702,85 5,77 25,50 0,88 11,70 719,50 6,2718,32 0,68 9,23 543,01 4,31 20,12 1,07 51,80 364,30 4,83 21,92 0,79 28,57 582,96 5,28 23,72 0,88 15,58 710,62 5,75 25,52 0,84 11,92 735,04 6,2818,34 0,70 9,34 543,01 4,31 20,14 0,96 50,69 374,29 4,84 21,94 0,80 23,01 587,41 5,31 23,74 0,93 15,47 728,38 5,79 25,54 0,85 11,03 733,93 6,2818,36 0,79 8,79 564,10 4,33 20,16 0,81 51,58 380,95 4,84 21,96 0,79 12,90 591,85 5,32 23,76 1,24 13,69 790,54 5,79 25,56 0,84 10,81 737,25 6,3018,38 1,09 8,90 611,83 4,32 20,18 0,76 44,36 400,93 4,85 21,98 0,79 10,68 596,29 5,32 23,78 1,49 13,47 618,49 5,79 25,58 0,85 10,14 741,70 6,2818,40 1,30 8,79 406,48 4,32 20,20 0,74 36,58 419,80 4,85 22,00 0,79 10,79 599,62 5,32 23,80 1,30 10,69 378,73 5,82 25,60 0,88 10,47 748,35 6,3018,42 0,95 10,68 311,02 4,34 20,22 0,74 25,80 435,34 4,86 22,02 0,79 10,79 604,05 5,34 23,82 1,03 22,47 422,02 5,82 25,62 0,91 10,70 757,24 6,3018,44 0,72 22,12 412,03 4,34 20,24 0,76 16,13 448,65 4,87 22,04 0,78 11,57 605,16 5,35 23,84 0,90 30,80 638,46 5,83 25,64 0,91 10,03 693,96 6,3118,46 0,71 22,79 460,86 4,35 20,26 0,78 11,79 464,20 4,86 22,06 0,78 11,90 608,50 5,36 23,86 0,89 30,25 678,43 5,83 25,66 0,91 10,58 746,14 6,3018,48 0,64 20,46 575,20 4,36 20,28 0,77 9,79 474,19 4,88 22,08 0,83 12,90 619,60 5,35 23,88 0,89 30,47 698,41 5,83 25,68 0,97 10,03 767,23 6,3118,50 0,74 20,02 581,85 4,35 20,30 0,77 8,90 483,06 4,88 22,10 0,88 12,90 630,70 5,36 23,90 0,89 30,69 708,40 5,83 25,70 1,01 10,47 781,65 6,3018,52 0,74 20,24 574,09 4,37 20,32 0,77 8,57 489,73 4,91 22,12 0,90 12,01 624,04 5,35 23,92 0,89 30,14 715,05 5,83 25,72 1,02 9,81 712,84 6,3118,54 0,76 22,13 562,99 4,36 20,34 0,77 8,68 495,28 4,92 22,14 0,84 13,01 607,39 5,37 23,94 0,89 26,02 721,72 5,84 25,74 1,00 10,81 746,14 6,3118,56 0,74 19,80 551,89 4,37 20,36 0,78 9,23 501,94 4,92 22,16 0,82 13,23 621,82 5,36 23,96 0,90 16,13 726,15 5,86 25,76 1,04 9,81 768,34 6,3318,58 0,73 13,68 567,43 4,37 20,38 0,78 9,57 503,05 4,92 22,18 0,83 12,57 630,70 5,39 23,98 0,89 13,13 727,26 5,84 25,78 1,10 10,70 765,01 6,3318,60 0,76 11,57 571,86 4,39 20,40 0,74 10,68 510,82 4,92 22,20 0,84 12,79 635,14 5,39 24,00 0,88 13,46 728,38 5,86 25,80 1,03 9,58 594,06 6,3418,62 0,73 11,90 565,21 4,39 20,42 0,74 10,68 515,25 4,92 22,22 0,83 13,01 634,03 5,39 24,02 0,89 13,02 733,93 5,87 25,82 0,96 11,36 685,09 6,3518,64 0,72 12,24 560,76 4,41 20,44 0,73 11,68 517,48 4,92 22,24 0,82 13,57 635,14 5,39 24,04 0,89 13,13 739,48 5,89 25,84 0,98 11,25 701,74 6,3418,66 0,72 11,24 562,99 4,40 20,46 0,73 11,79 523,03 4,92 22,26 0,82 13,79 638,46 5,40 24,06 0,89 13,02 740,59 5,87 25,86 1,02 11,25 709,51 6,3718,68 0,73 10,35 565,21 4,41 20,48 0,37 3,13 562,99 4,93 22,28 0,82 13,23 644,02 5,41 24,08 0,90 13,13 741,70 5,87 25,88 1,00 10,81 709,51 6,3518,70 1,01 10,68 636,25 4,41 20,50 0,76 13,13 647,35 4,93 22,30 0,82 12,23 645,13 5,41 24,10 1,08 13,46 773,89 5,89 25,90 0,95 10,36 706,18 6,3618,72 1,56 10,35 707,29 4,41 20,52 0,78 13,68 655,12 4,95 22,32 0,83 11,90 648,45 5,41 24,12 1,64 14,24 881,55 5,90 25,92 1,00 9,25 728,38 6,3618,74 1,57 8,35 356,53 4,41 20,54 1,13 12,80 731,71 4,95 22,34 0,83 12,35 649,56 5,43 24,14 1,76 11,13 403,15 5,89 25,94 1,13 8,14 745,03 6,3718,76 1,20 8,79 564,10 4,41 20,56 1,66 13,02 667,33 4,95 22,36 0,83 12,01 651,79 5,43 24,16 1,44 12,57 334,33 5,88 25,96 1,37 7,59 781,65 6,3718,78 0,88 20,57 314,35 4,44 20,58 1,49 10,80 376,51 4,93 22,38 0,82 12,46 652,90 5,43 24,18 1,03 26,91 427,56 5,91 25,98 1,72 9,25 692,85 6,3718,80 0,76 29,57 413,14 4,43 20,60 1,16 14,46 327,66 4,95 22,40 0,83 12,79 652,90 5,43 24,20 0,92 32,80 646,24 5,90 26,00 1,98 11,59 642,91 6,3818,82 0,77 29,13 454,21 4,45 20,62 0,88 23,57 365,41 4,95 22,42 0,82 12,79 654,01 5,43 24,22 0,97 31,68 672,88 5,91 26,02 2,14 13,48 595,18 6,3818,84 0,76 28,79 494,16 4,45 20,64 0,77 29,68 505,26 4,96 22,44 0,82 12,90 654,01 5,44 24,24 1,03 31,24 683,98 5,93 26,04 2,02 12,59 496,39 6,3918,86 0,74 27,02 503,05 4,45 20,66 0,78 28,02 538,56 4,98 22,46 0,80 13,12 650,68 5,44 24,26 1,00 29,13 661,78 5,94 26,06 1,63 13,81 478,63 6,4118,88 0,72 27,90 505,26 4,45 20,68 0,79 27,80 553,00 4,99 22,48 0,82 13,12 655,12 5,47 24,28 0,99 30,13 669,55 5,95 26,08 1,35 15,14 515,25 6,4118,90 0,72 21,01 514,15 4,48 20,70 0,80 27,35 567,43 4,99 22,50 0,84 12,36 707,29 5,47 24,30 1,01 23,68 675,10 5,97 26,10 1,31 12,25 670,65 6,4218,92 0,72 11,68 518,59 4,48 20,72 0,84 27,13 574,09 5,02 22,52 0,83 12,91 698,41 5,46 24,32 0,97 14,02 621,82 5,95 26,12 1,36 9,81 654,01 6,4418,94 0,72 9,35 523,03 4,46 20,74 0,80 21,46 574,09 5,00 22,54 0,81 13,69 699,52 5,46 24,34 0,92 15,12 644,02 5,97 26,14 1,31 11,03 660,66 6,4318,96 0,72 9,57 525,25 4,48 20,76 0,78 12,80 570,75 5,01 22,56 0,83 13,58 703,95 5,47 24,36 0,94 15,68 656,23 5,97 26,16 1,36 11,92 670,65 6,4318,98 0,73 10,01 530,80 4,50 20,78 0,76 11,13 569,65 5,01 22,58 0,84 13,58 701,74 5,47 24,38 0,92 14,90 650,68 5,97 26,18 1,36 11,92 671,76 6,4419,00 0,85 11,12 548,55 4,49 20,80 0,76 10,13 576,31 5,03 22,60 0,84 14,14 698,41 5,48 24,40 0,89 16,01 655,12 5,99 26,20 1,33 10,70 665,11 6,4419,02 1,04 12,35 579,64 4,50 20,82 0,77 9,35 580,75 5,04 22,62 0,86 14,47 702,85 5,49 24,42 0,89 14,12 665,11 5,99 26,22 1,20 9,58 669,55 6,4419,04 1,03 11,01 456,43 4,50 20,84 0,77 8,90 587,41 5,03 22,64 0,91 14,69 712,84 5,49 24,44 0,90 12,90 670,65 6,01 26,24 1,18 8,58 696,19 6,4519,06 0,85 15,46 412,03 4,52 20,86 0,77 8,90 590,74 5,02 22,66 0,92 14,80 645,13 5,50 24,46 0,90 12,35 679,54 6,01 26,26 1,19 8,58 719,50 6,4519,08 0,73 21,23 459,75 4,50 20,88 0,77 9,90 591,85 5,02 22,68 0,85 16,14 638,46 5,51 24,48 0,90 10,46 678,43 6,01 26,28 1,28 8,36 722,83 6,4519,10 0,74 20,45 479,74 4,52 20,90 0,76 11,57 592,95 5,04 22,70 0,81 15,58 662,89 5,54 24,50 0,89 10,69 720,61 6,01 26,30 1,48 9,58 701,74 6,4519,12 0,76 19,90 489,73 4,53 20,92 0,76 12,02 598,51 5,05 22,72 0,83 14,47 666,22 5,52 24,52 0,86 12,25 730,60 6,04 26,32 1,56 9,92 655,12 6,4719,14 0,78 19,68 496,39 4,52 20,94 0,80 12,35 607,39 5,06 22,74 0,84 14,03 667,33 5,53 24,54 0,86 12,25 736,15 6,03 26,34 1,36 7,70 648,45 6,4819,16 0,76 20,23 499,72 4,52 20,96 0,91 13,02 626,25 5,06 22,76 0,83 14,25 675,10 5,52 24,56 0,86 12,36 741,70 6,04 26,36 1,24 9,92 681,75 6,4719,18 0,74 20,01 507,49 4,54 20,98 0,92 12,02 567,43 5,08 22,78 0,83 14,14 685,09 5,53 24,58 0,93 13,03 760,56 6,04 26,38 1,20 11,14 747,25 6,4819,20 0,73 14,01 511,93 4,55 21,00 1,43 13,68 708,40 5,08 22,80 0,86 13,80 691,75 5,54 24,60 0,97 13,14 760,56 6,04 26,40 1,19 11,14 826,05 6,4819,22 0,73 10,45 516,36 4,56 21,02 3,26 13,24 567,43 5,08 22,82 0,86 14,03 675,10 5,53 24,62 0,98 14,36 745,03 6,05 26,42 1,26 9,81 806,08 6,5119,24 0,72 10,01 523,03 4,55 21,04 4,03 10,79 307,69 5,08 22,84 0,86 13,80 662,89 5,54 24,64 0,95 14,25 698,41 6,06 26,44 1,14 8,58 592,95 6,5219,26 0,72 10,34 529,69 4,56 21,06 3,42 13,24 277,72 5,06 22,86 0,84 14,69 670,65 5,54 24,66 0,89 14,91 713,95 6,06 26,46 1,08 9,47 685,09 6,5319,28 0,71 10,68 537,45 4,57 21,08 2,55 13,13 264,40 5,06 22,88 0,84 13,58 680,65 5,57 24,68 0,90 13,69 725,05 6,05 26,48 1,10 9,58 721,72 6,5219,30 0,72 10,68 543,01 4,58 21,10 2,03 19,68 258,85 5,08 22,90 0,85 12,47 691,75 5,57 24,70 0,90 13,14 732,82 6,08 26,50 1,11 9,70 758,35 6,5219,32 0,73 10,45 548,55 4,60 21,12 1,76 31,68 266,62 5,09 22,92 0,86 12,02 698,41 5,57 24,72 0,91 12,80 740,59 6,05 26,52 1,03 15,92 697,30 6,5219,34 0,72 10,45 553,00 4,59 21,14 1,43 39,02 266,62 5,10 22,94 0,86 12,25 696,19 5,57 24,74 0,92 12,58 745,03 6,06 26,54 0,98 15,59 722,83 6,5219,36 0,73 9,90 556,33 4,59 21,16 1,11 39,24 266,62 5,10 22,96 0,88 12,80 682,86 5,57 24,76 0,92 13,03 749,46 6,08 26,56 0,95 15,36 746,14 6,5219,38 0,72 9,90 557,44 4,60 21,18 0,90 46,35 279,94 5,10 22,98 0,88 14,36 693,96 5,57 24,78 0,95 13,03 753,91 6,08 26,58 0,96 13,81 766,12 6,5219,40 0,73 9,57 561,88 4,62 21,20 0,80 47,23 449,76 5,13 23,00 0,89 13,13 681,75 5,58 24,80 0,95 12,91 751,69 6,09 26,60 0,93 12,59 771,66 6,5219,42 0,83 9,34 582,96 4,61 21,22 0,86 40,90 509,71 5,13 23,02 0,86 14,02 665,11 5,61 24,82 0,96 13,47 753,91 6,09 26,62 0,98 11,59 783,88 6,5219,44 0,94 9,90 599,62 4,62 21,24 0,91 36,79 566,32 5,13 23,04 0,85 14,25 680,65 5,60 24,84 0,96 13,03 751,69 6,10 26,64 1,01 11,14 779,44 6,5319,46 0,90 8,79 476,41 4,62 21,26 0,89 32,56 490,84 5,14 23,06 0,85 13,80 686,20 5,60 24,86 0,98 13,47 750,58 6,11 26,66 1,02 11,81 782,76 6,5419,48 0,85 7,68 353,20 4,62 21,28 0,78 31,67 531,91 5,14 23,08 0,85 14,13 681,75 5,62 24,88 0,96 13,69 732,82 6,11 26,68 1,09 11,92 797,20 6,5319,50 0,92 16,91 638,46 4,61 21,30 0,76 22,67 547,45 5,14 23,10 0,84 14,25 682,86 5,61 24,90 0,95 14,03 727,26 6,13 26,70 1,14 13,03 803,85 6,5419,52 0,97 18,13 649,56 4,62 21,32 0,76 16,56 556,33 5,14 23,12 0,84 13,80 687,31 5,61 24,92 0,97 13,69 740,59 6,11 26,72 1,12 13,48 743,92 6,5719,54 0,90 16,80 484,18 4,65 21,34 0,77 14,89 568,54 5,15 23,14 0,85 14,25 692,85 5,62 24,94 1,04 13,25 753,91 6,12 26,74 1,06 14,70 745,03 6,5619,56 0,80 21,58 515,25 4,66 21,36 0,87 14,45 590,74 5,15 23,16 0,84 13,25 698,41 5,62 24,96 1,16 13,47 712,84 6,13 26,76 1,02 13,81 753,91 6,5619,58 0,74 22,47 544,12 4,66 21,38 1,12 12,22 628,48 5,15 23,18 0,85 12,91 701,74 5,63 24,98 1,28 16,14 770,55 6,13 26,78 1,02 13,48 762,79 6,5719,60 0,79 22,80 562,99 4,66 21,40 1,54 13,00 515,25 5,14 23,20 0,85 13,47 707,29 5,65 25,00 2,04 15,14 752,80 6,14 26,80 1,02 13,48 765,01 6,5719,62 0,85 19,36 584,08 4,69 21,42 1,54 12,55 414,25 5,17 23,22 0,88 14,02 719,50 5,66 25,02 3,45 15,15 457,54 6,18 26,82 1,00 13,59 763,90 6,5819,64 0,84 16,69 529,69 4,66 21,44 1,24 14,78 372,06 5,18 23,24 0,90 14,13 719,50 5,65 25,04 3,39 14,48 325,45 6,17 26,84 0,98 13,48 773,89 6,6019,66 0,76 18,36 550,78 4,67 21,46 0,90 17,44 400,93 5,17 23,26 0,90 14,02 705,06 5,65 25,06 2,55 14,92 311,02 6,17 26,86 0,98 12,92 778,33 6,5919,68 0,76 19,91 598,51 4,66 21,48 0,79 19,67 497,50 5,18 23,28 0,88 14,47 698,41 5,67 25,08 1,93 24,59 296,59 6,16 26,88 0,96 12,36 781,65 6,6019,70 0,76 15,57 597,40 4,70 21,50 0,92 32,25 615,15 5,17 23,30 0,88 14,80 701,74 5,67 25,10 1,53 41,14 294,36 6,18 26,90 0,96 11,36 782,76 6,5819,72 0,74 14,24 600,73 4,67 21,52 0,91 32,25 569,65 5,18 23,32 0,88 14,02 712,84 5,67 25,12 1,15 51,81 382,05 6,18 26,92 0,95 10,70 793,86 6,6219,74 0,73 14,68 601,84 4,70 21,54 0,86 36,14 565,21 5,19 23,34 0,88 13,13 713,95 5,68 25,14 0,97 54,92 521,92 6,19 26,94 0,97 10,03 802,75 6,6219,76 0,74 14,46 601,84 4,70 21,56 0,84 34,36 576,31 5,21 23,36 0,88 12,91 710,62 5,68 25,16 0,96 46,92 535,24 6,19 26,96 0,97 9,92 804,96 6,6219,78 0,74 14,46 605,16 4,70 21,58 0,83 30,47 596,29 5,21 23,38 0,91 13,25 722,83 5,68 25,18 0,97 38,92 549,66 6,19 26,98 0,96 9,58 803,85 6,6219,80 0,77 14,24 612,94 4,70 21,60 0,81 23,69 606,28 5,21 23,40 1,00 13,47 736,15 5,69 25,20 0,97 32,81 557,44 6,21 27,00 0,97 10,14 801,64 6,64

PROVA PENETROMETRICA STATICA CON PUNTA ELETTRICA LETTURE DI CAMPAGNA

RIF. PROVA:

CANTIERE: Lido degli Estensi Fe PROFONDITA' FALDA (m da p.c.):

U37-14

COMMITTENTE: Soc Il Porto Marina degli Estensi srl PROFONDITA' MASSIMA DELLA PROVA (m da p.c.):

CPTU n°:

CPTU1

31,50

DATA: 25/03/2014 PREFORO (m da p.c.): 0,000,80

DOTT. GEOL. THOMAS VERONESE - Via Roma, 10 44021 CODIGORO (Ferrara)

Prof. qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc. Prof qc fs U Inc.(m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa ° (m) MPa kPa kPa °

27,02 0,97 11,03 799,42 6,62 28,52 1,33 17,25 612,94 7,10 30,02 1,15 12,59 923,74 7,5327,04 1,00 10,81 796,09 6,62 28,54 1,27 16,14 658,45 7,10 30,04 1,16 14,71 939,28 7,5327,06 1,00 11,14 796,09 6,66 28,56 1,23 11,59 715,05 7,10 30,06 1,18 16,82 944,83 7,5627,08 1,01 11,25 792,75 6,66 28,58 1,30 11,92 707,29 7,12 30,08 1,20 19,04 943,72 7,5627,10 1,03 11,14 800,53 6,65 28,60 1,46 12,48 698,41 7,12 30,10 1,18 20,82 942,61 7,5627,12 1,06 11,36 819,40 6,65 28,62 1,53 13,03 662,89 7,12 30,12 1,20 21,48 951,49 7,5727,14 1,07 11,03 821,62 6,65 28,64 1,63 14,03 668,44 7,12 30,14 1,21 21,71 952,60 7,5627,16 1,10 10,36 820,51 6,65 28,66 1,75 14,48 676,21 7,13 30,16 1,20 22,04 954,82 7,5727,18 1,18 9,36 817,18 6,66 28,68 2,03 15,59 695,08 7,13 30,18 1,20 21,81 951,49 7,5727,20 1,16 9,25 757,24 6,69 28,70 2,28 18,59 615,15 7,13 30,20 1,19 22,04 948,15 7,5727,22 1,13 10,47 737,25 6,68 28,72 2,45 19,36 576,31 7,16 30,22 1,18 21,48 951,49 7,5727,24 1,04 9,36 752,80 6,69 28,74 2,36 14,14 557,44 7,14 30,24 1,19 21,48 958,15 7,5727,26 1,04 8,14 750,58 6,70 28,76 2,47 12,92 558,55 7,17 30,26 1,20 21,15 964,81 7,5927,28 1,03 7,92 765,01 6,70 28,78 2,84 13,70 584,08 7,20 30,28 1,21 21,70 968,14 7,6027,30 1,03 7,48 768,34 6,70 28,80 3,19 15,48 574,09 7,21 30,30 1,21 22,14 970,35 7,6027,32 1,03 7,59 775,00 6,71 28,82 3,18 14,14 550,78 7,21 30,32 1,23 22,48 959,25 7,6027,34 1,06 8,14 770,55 6,73 28,84 3,20 16,36 543,01 7,20 30,34 1,23 22,92 960,36 7,6027,36 1,08 8,59 769,45 6,71 28,86 3,20 14,47 534,13 7,20 30,36 1,23 23,36 964,81 7,6027,38 1,10 8,59 769,45 6,73 28,88 3,04 15,58 528,58 7,22 30,38 1,24 23,47 970,35 7,6127,40 1,20 9,36 791,65 6,71 28,90 2,74 17,25 510,82 7,23 30,40 1,24 23,92 968,14 7,6027,42 1,21 9,59 750,58 6,73 28,92 2,30 18,58 488,62 7,21 30,42 1,24 23,47 953,71 7,6227,44 1,16 8,36 711,73 6,73 28,94 1,83 15,58 464,20 7,23 30,44 1,18 23,25 955,93 7,6127,46 1,10 7,92 749,46 6,75 28,96 1,48 14,36 464,20 7,24 30,46 1,20 21,25 960,36 7,6427,48 1,10 8,25 765,01 6,75 28,98 1,19 14,80 509,71 7,25 30,48 1,19 21,03 957,04 7,6227,50 1,12 7,71 669,55 6,77 29,00 0,98 11,36 536,35 7,24 30,50 1,19 22,48 1011,43 7,6227,52 1,04 9,59 716,16 6,77 29,02 0,90 7,58 644,02 7,27 30,52 1,20 22,81 1018,09 7,6427,54 1,01 9,37 777,22 6,77 29,04 0,96 4,69 726,15 7,26 30,54 1,20 23,25 1015,86 7,6627,56 1,03 8,71 791,65 6,78 29,06 1,04 4,91 756,13 7,26 30,56 1,20 23,25 991,45 7,6527,58 1,05 8,82 778,33 6,79 29,08 1,23 5,02 758,35 7,28 30,58 1,20 23,59 992,55 7,6627,60 0,98 8,93 784,99 6,79 29,10 1,26 5,58 758,35 7,29 30,60 1,20 24,48 993,66 7,6427,62 1,04 8,82 814,95 6,78 29,12 1,25 5,80 756,13 7,30 30,62 1,21 24,70 995,89 7,6827,64 1,05 8,26 746,14 6,81 29,14 1,29 7,46 729,49 7,33 30,64 1,23 24,59 993,66 7,6827,66 0,98 8,59 716,16 6,81 29,16 1,36 9,46 695,08 7,31 30,66 1,23 24,03 983,68 7,6827,68 0,98 8,59 779,44 6,83 29,18 1,26 10,80 679,54 7,31 30,68 1,21 24,25 974,80 7,6827,70 0,98 8,37 782,76 6,81 29,20 1,18 8,91 742,81 7,31 30,70 1,20 24,92 963,70 7,6827,72 0,98 9,93 783,88 6,83 29,22 1,20 8,68 736,15 7,34 30,72 1,20 25,25 964,81 7,6927,74 1,04 10,71 789,43 6,82 29,24 1,03 8,35 745,03 7,33 30,74 1,20 24,92 974,80 7,7027,76 1,07 11,37 788,32 6,83 29,26 1,06 6,91 755,02 7,34 30,76 1,20 24,47 979,24 7,6927,78 1,04 11,04 771,66 6,84 29,28 1,11 6,46 789,43 7,34 30,78 1,21 24,25 981,45 7,7027,80 1,04 11,04 773,89 6,85 29,30 1,14 6,13 768,34 7,35 30,80 1,20 24,25 988,12 7,6927,82 1,00 10,37 779,44 6,84 29,32 1,09 7,68 733,93 7,35 30,82 1,20 23,58 993,66 7,7027,84 1,01 9,48 770,55 6,86 29,34 1,07 7,13 789,43 7,34 30,84 1,21 23,25 991,45 7,6927,86 0,96 8,93 778,33 6,87 29,36 1,07 7,13 784,99 7,35 30,86 1,21 22,91 990,34 7,6927,88 0,96 8,26 791,65 6,87 29,38 1,08 7,13 804,96 7,36 30,88 1,21 22,80 989,23 7,7127,90 0,97 8,26 793,86 6,88 29,40 1,25 7,46 828,28 7,36 30,90 1,21 22,80 992,55 7,7127,92 0,96 8,26 797,20 6,88 29,42 1,26 8,02 786,10 7,38 30,92 1,26 22,13 1009,21 7,7227,94 0,95 8,04 804,96 6,90 29,44 1,23 8,13 757,24 7,38 30,94 1,35 21,13 972,58 7,7327,96 0,96 7,37 810,52 6,90 29,46 1,06 6,91 770,55 7,36 30,96 1,39 20,80 803,85 7,7527,98 0,96 7,37 810,52 6,90 29,48 1,06 4,91 813,85 7,39 30,98 1,27 21,80 778,33 7,7528,00 0,98 7,15 811,63 6,91 29,50 1,13 7,03 759,45 7,40 31,00 1,24 24,58 859,35 7,7528,02 1,00 7,93 814,95 6,91 29,52 1,13 9,81 813,85 7,40 31,02 1,24 24,58 876,01 7,7628,04 1,00 7,70 810,52 6,94 29,54 1,16 10,03 827,16 7,42 31,04 1,23 24,68 884,89 7,7528,06 1,03 7,93 819,40 6,94 29,56 1,16 10,48 827,16 7,42 31,06 1,23 25,13 890,44 7,7528,08 1,14 7,70 843,82 6,95 29,58 1,15 9,81 822,73 7,42 31,08 1,21 24,91 892,65 7,7728,10 1,16 8,59 799,42 6,95 29,60 1,15 9,81 859,35 7,42 31,10 1,20 24,80 898,21 7,7828,12 1,15 9,15 767,23 6,96 29,62 1,16 8,36 888,22 7,43 31,12 1,20 22,68 907,09 7,7928,14 1,45 8,93 833,83 6,95 29,64 1,27 8,59 859,35 7,45 31,14 1,20 21,68 912,64 7,7828,16 2,24 7,48 630,70 6,99 29,66 1,27 10,03 868,24 7,44 31,16 1,20 22,02 917,08 7,7928,18 2,60 7,70 595,18 7,01 29,68 1,27 10,81 804,96 7,43 31,18 1,20 22,13 922,63 7,8228,20 2,14 5,48 570,75 7,02 29,70 1,21 10,59 759,45 7,44 31,20 1,20 22,02 924,85 7,7928,22 1,55 9,48 595,18 7,01 29,72 1,12 9,25 824,95 7,46 31,22 1,21 22,35 928,18 7,7928,24 1,18 16,37 621,82 7,01 29,74 1,19 8,14 886,00 7,44 31,24 1,21 22,46 935,95 7,8228,26 1,03 17,37 737,25 7,03 29,76 1,20 8,03 843,82 7,45 31,26 1,21 22,24 942,61 7,8128,28 1,05 17,81 745,03 7,01 29,78 1,26 9,92 850,48 7,47 31,28 1,21 22,46 948,15 7,8228,30 1,12 16,93 790,54 7,04 29,80 1,27 7,70 852,70 7,48 31,30 1,23 22,46 955,93 7,8328,32 1,38 16,59 789,43 7,04 29,82 1,37 8,59 783,88 7,49 31,32 1,24 22,24 961,48 7,8328,34 2,05 12,59 813,85 7,05 29,84 1,36 10,81 751,69 7,48 31,34 1,24 22,24 963,70 7,8228,36 2,20 8,92 620,71 7,04 29,86 1,31 9,92 765,01 7,49 31,36 1,23 22,35 968,14 7,8628,38 1,92 3,81 540,79 7,10 29,88 1,20 8,36 789,43 7,51 31,38 1,25 21,24 951,49 7,8328,40 1,75 9,59 566,32 7,09 29,90 1,16 7,70 811,63 7,51 31,40 1,23 21,46 934,84 7,8528,42 1,25 11,36 639,58 7,08 29,92 1,09 7,14 880,45 7,52 31,42 1,21 21,57 948,15 7,8628,44 1,12 12,25 735,04 7,08 29,94 1,08 7,48 950,38 7,50 31,44 1,21 21,68 962,59 7,8628,46 1,16 12,48 738,36 7,10 29,96 1,12 7,92 952,60 7,51 31,46 1,23 21,68 973,69 7,8628,48 1,18 11,81 749,46 7,09 29,98 1,13 8,92 944,83 7,52 31,48 1,24 22,02 981,45 7,8728,50 1,38 14,03 585,19 7,10 30,00 1,15 10,59 944,83 7,51 31,50 1,27 24,02 992,45 7,87

U = pressione neutra (kPa) Area punta: 10 cm2 Punta: Tecnopenta G1 CPL2In

fs = resist. per attrito lat. (kPa) Diametro punta: 3.57 cm

qc = resist. alla punta (Mpa) Inc. = inclinazione dalla verticale (°)

PROFONDITA' FALDA (m da p.c.):

RIF. PROVA:

PROFONDITA' MASSIMA DELLA PROVA (m da p.c.):COMMITTENTE: Soc Il Porto Marina degli Estensi srl

DATA:CANTIERE:

25/03/2014 PREFORO (m da p.c.): 0,00

CPTU n°:

U37-14 CPTU1

31,500,80

PROVA PENETROMETRICA STATICA CON PUNTA ELETTRICA LETTURE DI CAMPAGNA

Lido degli Estensi Fe

DOTT. GEOL. THOMAS VERONESE - Via Roma, 10 44021 CODIGORO (Ferrara)

0 0,80

10000 0,80

0,80 0,00

31,50 301,17

DATA: 25/03/2014 PREFORO (m da p.c.): 0,00

CANTIERE: Lido degli Estensi Fe PROFONDITA' FALDA (m da p.c.): 0,80

COMMITTENTE: Soc Il Porto Marina degli Estensi srl PROFONDITA' MASSIMA DELLA PROVA (m da p.c.): 31,50

PROVA PENETROMETRICA STATICA CON PUNTA ELETTRICA

DIAGRAMMI DI RESISTENZA

RIF. PROVA: CPTU n°:

U37-14 CPTU1

0,00

1,00

2,00

3,00

4,00

5,00

6,00

7,00

8,00

9,00

10,00

11,00

12,00

13,00

14,00

15,00

0,0 5,0 10,0 15,0 20,0

qc (MPa)

0,0

1,0

2,0

3,0

4,0

5,0

6,0

7,0

8,0

9,0

10,0

11,0

12,0

13,0

14,0

15,0

0,0 100,0 200,0

fs (kPa)

0,0

1,0

2,0

3,0

4,0

5,0

6,0

7,0

8,0

9,0

10,0

11,0

12,0

13,0

14,0

15,0

0,0 500,0 1000,0

U (kPa)

15,00

16,00

17,00

18,00

19,00

20,00

21,00

22,00

23,00

24,00

25,00

26,00

27,00

28,00

29,00

30,00

31,00

32,00

33,00

34,00

35,00

15,0

16,0

17,0

18,0

19,0

20,0

21,0

22,0

23,0

24,0

25,0

26,0

27,0

28,0

29,0

30,0

31,0

32,0

33,0

34,0

35,0

15,0

16,0

17,0

18,0

19,0

20,0

21,0

22,0

23,0

24,0

25,0

26,0

27,0

28,0

29,0

30,0

31,0

32,0

33,0

34,0

35,0

Dott. Geol. Thomas Veronese

Identificativo PROVA PENETROMETRICA STATICA Emissione

Pagina 1 di INTERPRETAZIONI LITOLOGICHE

-Committente Soc Il Porto Marina degli Estensi srl -Prova n° CPTU1

-Cantiere Lido degli Estensi Fe -Data prova

-Quota p.c. m s.l.m. -Prof. preforo m

-Livello di falda m da p.c. -Prof. finale m

-Attrezzatura Punta elettrica con piezocono

U37-14apr-14

0,50

25/03/2014

0,80 31,50

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

Robertson-Campanella(1983)

T A Al-La

L-Ls

Sl

S

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

Douglas-Olsen (1981)

T As

A Ac

Al

All

La

LAS

Sl

Sf

Sg

Sgc

Ls

0

1

2

3

4

5

6

7

8

9

10

11

12

13

14

Olsen-Farr (1986)

A,T

A,Al,La

Ls,La

AeS

Sl,Ls

S,Sl

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

Interpretazione delle prove CPTU

Dott. Geol. Thomas Veronese

Identificativo PROVA PENETROMETRICA STATICA Emissione

Pagina 1 di 0 PARAMETRI GEOTECNICI

-Committente Soc Il Porto Marina degli Estensi srl -Prova n°

-Cantiere Lido degli Estensi Fe -Data prova

-Quota p.c. m s.l.m. -Prof. preforo m

-Livello di falda m da p.c. -Prof. finale m

36 38 40 42

35 37 40 42

36 38 40 42

29 32 35 39

- - - -

24 28 32 36

- - - -

20,00

-

MATERIALI GRANULARI

20,00

20,00

CPTU1

25/03/2014

0,37

1,83

0,03

1,19

25

-

0,50

0,80

0,06

33,02

15,22

-

7,33

-

20,97

9,51

-

4,58

-

0,39

-

0,40

18

-

-

- -

-

-

26,04

19,8

-

0,02

16,0 2,88

8,3714,9 -

29,0

-

-SL

fsmPeso

Vol.

MPa

litol.

4,75

0,03

20,00

19,00

0,01

MPa

qcm

0,01 SL

20,00

19,00

DA A

m

Cu

(qc)

KPam MPa

deltaU

(-) kN/m3

11,86

--- - 5,94

-

FI'Schm.

18,98

(-) MPa MPa

33- 57

(°)(°)

- -

(-)

1,6

7,0 56

53-

2,25

0,02

CR

S

-

-

-

0,01 S7,0 0,02

28,1

29,0

14,9

28,1

31,5

0,01

U37-14apr-14

16,0 1,01

0,0 1,6

0,02

0,36

0,59

AL

LS

AL

33

-

43

1

-

1

3

-

2

-

4,39

3,71 -

22

28

35

-

9,50

MATERIALI COESIVI

0,00

31,50

Dr

(%)

Eu50

MPa

OCR

(qc)

OCR

(U)M0

MPa

E'25FI'DM M0

(-)

- 35

-

-

Interpretazione delle prove CPTU

Dott. Geol. Thomas Veronese

Distanza

verticale

centro

sorgente

D= 0,25 m

Distanza

geofono

punta (m)

DL= 0,2 m

Profondità

punta (m)

Profondità

geofono (m)

Profondità

corretta (m)

2 1,800 1,817

5 4,800 4,807

10 9,800 9,803

15 14,800 14,802

20 19,800 19,802

25 24,800 24,801

30 29,800 29,801

Vs30 =

Verifica = 188 m/sec #RIF!

0 158,37

1,816 158,37

1,817 183,25

4,806 183,25

4,807 204,80

9,802 204,80

189,08

Tempo di arrivo (mSec)

11,475

27,787

52,185

74,246

103,974

192

131,754

158,197

Velocita onde S (m/sec)

158,37

183,25

204,80

226,60

168,17

179,97

0

5

0,00 180,00 360,00 540,00 720,00

Vs (m/s)

9,802 204,80

9,803 226,60

14,801 226,60

14,802 168,17

19,801 168,17

19,802 179,97

24,800 179,97

24,801 189,08

29,800 189,08

29,801 189,08

10

15

20

25

30

35

Vs30 profilo

Qc

Pro

fon

dit

à (

m)

L I Q U EF A C T I O N A N A L Y S I S R E P O R T

Input parameters and analysis dataAnalysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:

NCEER (1998)NCEER (1998)Based on Ic value5.900.15.

G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation:

Project title : Soc Il Porto Marina degli Estensi Fe Location : Lido degli Estensi Fe

Dott. Geol. Thomas Veronesevia Roma 10 - 44021 Codigoro FEtel/fax: 0533713798mail: [email protected]

CPT file : rif. U37-14 CPTU1 Lido degli Es

0.80 m0.80 m32.60Based on SBT

Use fill:Fill height:Fill weight:Trans. detect. applied:K applied:

NoN/AN/ANoYes

Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method:

Sands onlyYes20.00 mMethod based

Cone resistance

qt (MPa)12108642

Dep

th (

m)

31302928272625242322212019181716151413121110987654321

Cone resistance SBTn Plot

Ic (Robertson 1990)4321

31302928272625242322212019181716151413121110987654321

SBTn Plot CRR plot

CRR & CSR0.60.40.20

31302928272625242322212019181716151413121110987654321

CRR plot

During earthq.

Qtn,cs200180160140120100806040200

Cyc

lic S

tres

s R

atio

* (C

SR*)

0.6

0.5

0.4

0.3

0.2

0.1

0

Liquefaction

No Liquefaction

Normalized friction ratio (%)0.1 1 10

Nor

mal

ized

CPT

pen

etra

tion

resi

stan

ce

1

10

100

1,000

Friction Ratio

Rf (%)1086420

31302928272625242322212019181716151413121110987654321

Friction Ratio

Mw=71/2, sigma'=1 atm base curve Summary of liquefaction potential

FS Plot

Factor of safety21.510.50

30

28

26

24

22

20

18

16

14

12

10

8

6

4

2

FS Plot

During earthq.

Zone A1: Cyclic liquefaction likely depending on size and duration of cyclic loadingZone A2: Cyclic liquefaction and strength loss likely depending on loading and groundgeometryZone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softeningZone C: Cyclic liquefaction and strength loss possible depending on soil plasticity,brittleness/sensitivity, strain to peak undrained strength and ground geometry

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40Project file:

1

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

Cone resistance

qt (MPa)12108642

Dept

h (m

)

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

Cone resistance

C P T b a s i c i n t e r p r e t a t i o n p l o t sFriction Ratio

Rf (%)1086420

Dep

th (

m)

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

Friction Ratio Pore pressure

u (kPa)1,0008006004002000

Dept

h (m

)

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

Pore pressure

Insitu

SBT Plot

Ic(SBT)4321

Dep

th (

m)

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

SBT Plot Soil Behaviour Type

SBT (Robertson et al. 1986)181614121086420

Dep

th (

m)

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

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1

Soil Behaviour TypeClay & silty claySand & silty sand

Sand & silty sandSilty sand & sandy siltSand & silty sandSand & silty sandSand & silty sandSilty sand & sandy siltSilty sand & sandy silt

Sand & silty sand

Silty sand & sandy silt

Sand & silty sand

Silty sand & sandy siltSilty sand & sandy siltClay & silty clayClayClay & silty clayClay & silty clayClay & silty clayClay & silty claySilty sand & sandy siltSilty sand & sandy siltClay & silty claySilty sand & sandy silt

Clay & silty claySilty sand & sandy siltClay & silty clayClaySilty sand & sandy siltClay & silty clayClay & silty claySilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy silt

Clay & silty clay

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 2Project file:

Input parameters and analysis dataAnalysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu):

NCEER (1998)NCEER (1998)Based on Ic value5.900.150.80 m

Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height:

0.80 m32.60Based on SBTNoN/A

Fill weight:Transition detect. applied:K applied:Clay like behavior applied:Limit depth applied:Limit depth:

N/ANoYesSands onlyYes20.00 m

SBT legend

1. Sensitive fine grained

2. Organic material

3. Clay to silty clay

4. Clayey silt to siltyclay5. Silty sand to sandy silt

6. Clean sand to silty sand

7. Gravely sand to sand

8. Very stiff sand toclayey sand9. Very stiff fine grained

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

Norm. cone resistance

Qtn200150100500

Dept

h (m

)

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Norm. cone resistance

C P T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r m a l i z e d )Norm. friction ratio

Fr (%)1086420

Dep

th (

m)

31

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Norm. friction ratio Nom. pore pressure ratio

Bq10.80.60.40.20-0.2

Dept

h (m

)

31

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Nom. pore pressure ratio SBTn Plot

Ic (Robertson 1990)4321

Dep

th (

m)

31

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SBTn Plot Norm. Soil Behaviour Type

SBTn (Robertson 1990)181614121086420

Dep

th (

m)

31

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Norm. Soil Behaviour TypeSilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy silt

Sand & silty sand

Silty sand & sandy siltSilty sand & sandy siltSand & silty sandSilty sand & sandy siltSilty sand & sandy silt

Sand & silty sand

Silty sand & sandy silt

Sand & silty sand

Silty sand & sandy siltSilty sand & sandy siltClayClay & silty clayClay & silty clayClayClay & silty clayClayClay & silty clayClay & silty clayClayClay & silty clayClayClay & silty clayClayClayClay

ClayClay & silty claySilty sand & sandy siltClay

Clay

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 3Project file:

SBTn legend

1. Sensitive fine grained

2. Organic material

3. Clay to silty clay

4. Clayey silt to siltyclay5. Silty sand to sandy silt

6. Clean sand to silty sand

7. Gravely sand to sand

8. Very stiff sand toclayey sand9. Very stiff fine grained

Input parameters and analysis dataAnalysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu):

NCEER (1998)NCEER (1998)Based on Ic value5.900.150.80 m

Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height:

0.80 m32.60Based on SBTNoN/A

Fill weight:Transition detect. applied:K applied:Clay like behavior applied:Limit depth applied:Limit depth:

N/ANoYesSands onlyYes20.00 m

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

Total cone resistance

qt (MPa)12108642

Dep

th (

m)

31

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Total cone resistance

L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r m e d i a t e r e s u l t s )SBTn Index

Ic (Robertson 1990)4321

Dep

th (

m)

31

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SBTn Index Norm. cone resistance

Qtn200150100500

Dep

th (

m)

31

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Norm. cone resistance Grain char. factor

Kc109876543210

Dep

th (

m)

31

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Grain char. factor Corrected norm. cone resistance

Qtn,cs200150100500

Dep

th (

m)

31

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Corrected norm. cone resistance

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 4Project file:

Input parameters and analysis dataAnalysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu):

NCEER (1998)NCEER (1998)Based on Ic value5.900.150.80 m

Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height:

0.80 m32.60Based on SBTNoN/A

Fill weight:Transition detect. applied:K applied:Clay like behavior applied:Limit depth applied:Limit depth:

N/ANoYesSands onlyYes20.00 m

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

CRR plot

CRR & CSR0.60.40.20

Dep

th (

m)

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CRR plot

During earthq.

L i q u e f a c t i o n a n a l y s i s o v e r a l l p l o t sFS Plot

Factor of safety21.510.50

Dep

th (

m)

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FS Plot

During earthq.

LPI

Liquefaction potential20151050

Dep

th (

m)

2019.5

1918.5

1817.5

1716.5

1615.5

1514.5

1413.5

1312.5

1211.5

1110.5

109.5

98.5

87.5

76.5

65.5

54.5

43.5

32.5

21.5

10.5

LPI Vertical settlements

Settlement (cm)6543210

Dep

th (

m)

31

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Vertical settlements Lateral displacements

Displacement (cm)1614121086420

Dep

th (

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Lateral displacements

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 5Project file:

F.S. color scheme LPI color schemeInput parameters and analysis dataAnalysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu):

NCEER (1998)NCEER (1998)Based on Ic value5.900.150.80 m

Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height:

0.80 m32.60Based on SBTNoN/A

Fill weight:Transition detect. applied:K applied:Clay like behavior applied:Limit depth applied:Limit depth:

N/ANoYesSands onlyYes20.00 m

Almost certain it will liquefy

Very likely to liquefy

Liquefaction and no liq. are equally likely

Unlike to liquefy

Almost certain it will not liquefy

Very high risk

High risk

Low risk

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

Norm. cone resistance

Qtn12010080604020

Dep

th (

m)

31

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Norm. cone resistance

C h e c k f o r s t r e n g t h l o s s p l o t s ( R o b e r t s o n ( 2 0 1 0 ) )Grain char. factor

Kc109876543210

Dep

th (

m)

31

30

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22

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Grain char. factor Corrected norm. cone resistance

Qtn,cs200150100500

Dep

th (

m)

31

30

29

28

27

26

25

24

23

22

21

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Corrected norm. cone resistance SBTn Index

Ic (Robertson 1990)4321

Dep

th (

m)

31

30

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SBTn Index Liquefied Su/Sig'v

Su/Sig'v0.50.40.30.20.10

Dep

th (

m)

31

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Peak Su ratioLiq. Su ratio

Liquefied Su/Sig'v

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 6Project file:

Input parameters and analysis dataAnalysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu):

NCEER (1998)NCEER (1998)Based on Ic value5.900.150.80 m

Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height:

0.80 m32.60Based on SBTNoN/A

Fill weight:Transition detect. applied:K applied:Clay like behavior applied:Limit depth applied:Limit depth:

N/ANoYesSands onlyYes20.00 m

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data ::

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

0.02 2.00 0.00 9.99 0.02 0.00 0.04 2.00 0.00 9.98 0.02 0.00

0.06 2.00 0.00 9.97 0.02 0.00 0.08 2.00 0.00 9.96 0.02 0.00

0.10 2.00 0.00 9.95 0.02 0.00 0.12 2.00 0.00 9.94 0.02 0.00

0.14 2.00 0.00 9.93 0.02 0.00 0.16 2.00 0.00 9.92 0.02 0.00

0.18 2.00 0.00 9.91 0.02 0.00 0.20 2.00 0.00 9.90 0.02 0.00

0.22 2.00 0.00 9.89 0.02 0.00 0.24 2.00 0.00 9.88 0.02 0.00

0.26 2.00 0.00 9.87 0.02 0.00 0.28 2.00 0.00 9.86 0.02 0.00

0.30 2.00 0.00 9.85 0.02 0.00 0.32 2.00 0.00 9.84 0.02 0.00

0.34 2.00 0.00 9.83 0.02 0.00 0.36 2.00 0.00 9.82 0.02 0.00

0.38 2.00 0.00 9.81 0.02 0.00 0.40 2.00 0.00 9.80 0.02 0.00

0.42 2.00 0.00 9.79 0.02 0.00 0.44 2.00 0.00 9.78 0.02 0.00

0.46 2.00 0.00 9.77 0.02 0.00 0.48 2.00 0.00 9.76 0.02 0.00

0.50 2.00 0.00 9.75 0.02 0.00 0.52 2.00 0.00 9.74 0.02 0.00

0.54 2.00 0.00 9.73 0.02 0.00 0.56 2.00 0.00 9.72 0.02 0.00

0.58 2.00 0.00 9.71 0.02 0.00 0.60 2.00 0.00 9.70 0.02 0.00

0.62 2.00 0.00 9.69 0.02 0.00 0.64 2.00 0.00 9.68 0.02 0.00

0.66 2.00 0.00 9.67 0.02 0.00 0.68 2.00 0.00 9.66 0.02 0.00

0.70 2.00 0.00 9.65 0.02 0.00 0.72 2.00 0.00 9.64 0.02 0.00

0.74 2.00 0.00 9.63 0.02 0.00 0.76 2.00 0.00 9.62 0.02 0.00

0.78 2.00 0.00 9.61 0.02 0.00 0.80 2.00 0.00 9.60 0.02 0.00

0.82 1.63 0.00 9.59 0.02 0.00 0.84 1.80 0.00 9.58 0.02 0.00

0.86 1.75 0.00 9.57 0.02 0.00 0.88 1.72 0.00 9.56 0.02 0.00

0.90 1.69 0.00 9.55 0.02 0.00 0.92 1.67 0.00 9.54 0.02 0.00

0.94 1.41 0.00 9.53 0.02 0.00 0.96 1.41 0.00 9.52 0.02 0.00

0.98 1.43 0.00 9.51 0.02 0.00 1.00 1.49 0.00 9.50 0.02 0.00

1.02 1.56 0.00 9.49 0.02 0.00 1.04 1.64 0.00 9.48 0.02 0.00

1.06 1.71 0.00 9.47 0.02 0.00 1.08 1.76 0.00 9.46 0.02 0.00

1.10 1.76 0.00 9.45 0.02 0.00 1.12 1.73 0.00 9.44 0.02 0.00

1.14 1.68 0.00 9.43 0.02 0.00 1.16 1.61 0.00 9.42 0.02 0.00

1.18 1.53 0.00 9.41 0.02 0.00 1.20 1.46 0.00 9.40 0.02 0.00

1.22 1.39 0.00 9.39 0.02 0.00 1.24 1.32 0.00 9.38 0.02 0.00

1.26 1.45 0.00 9.37 0.02 0.00 1.28 1.40 0.00 9.36 0.02 0.00

1.30 1.38 0.00 9.35 0.02 0.00 1.32 1.38 0.00 9.34 0.02 0.00

1.34 2.00 0.00 9.33 0.02 0.00 1.36 2.00 0.00 9.32 0.02 0.00

1.38 2.00 0.00 9.31 0.02 0.00 1.40 2.00 0.00 9.30 0.02 0.00

1.42 1.41 0.00 9.29 0.02 0.00 1.44 1.34 0.00 9.28 0.02 0.00

1.46 1.28 0.00 9.27 0.02 0.00 1.48 1.22 0.00 9.26 0.02 0.00

1.50 1.16 0.00 9.25 0.02 0.00 1.52 2.00 0.00 9.24 0.02 0.00

1.54 2.00 0.00 9.23 0.02 0.00 1.56 2.00 0.00 9.22 0.02 0.00

1.58 2.00 0.00 9.21 0.02 0.00 1.60 1.14 0.00 9.20 0.02 0.00

1.62 0.90 0.10 9.19 0.02 0.02 1.64 0.98 0.02 9.18 0.02 0.00

1.66 1.06 0.00 9.17 0.02 0.00 1.68 1.13 0.00 9.16 0.02 0.00

1.70 1.20 0.00 9.15 0.02 0.00 1.72 1.29 0.00 9.14 0.02 0.00

1.74 1.39 0.00 9.13 0.02 0.00 1.76 1.50 0.00 9.12 0.02 0.00

1.78 1.59 0.00 9.11 0.02 0.00 1.80 1.68 0.00 9.10 0.02 0.00

1.82 1.76 0.00 9.09 0.02 0.00 1.84 1.84 0.00 9.08 0.02 0.00

1.86 1.89 0.00 9.07 0.02 0.00 1.88 1.92 0.00 9.06 0.02 0.00

1.90 1.92 0.00 9.05 0.02 0.00 1.92 1.96 0.00 9.04 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 7Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

1.94 2.00 0.00 9.03 0.02 0.00 1.96 2.00 0.00 9.02 0.02 0.00

1.98 2.00 0.00 9.01 0.02 0.00 2.00 2.00 0.00 9.00 0.02 0.00

2.02 2.00 0.00 8.99 0.02 0.00 2.04 2.00 0.00 8.98 0.02 0.00

2.06 2.00 0.00 8.97 0.02 0.00 2.08 2.00 0.00 8.96 0.02 0.00

2.10 2.00 0.00 8.95 0.02 0.00 2.12 2.00 0.00 8.94 0.02 0.00

2.14 2.00 0.00 8.93 0.02 0.00 2.16 2.00 0.00 8.92 0.02 0.00

2.18 1.86 0.00 8.91 0.02 0.00 2.20 1.66 0.00 8.90 0.02 0.00

2.22 1.77 0.00 8.89 0.02 0.00 2.24 1.72 0.00 8.88 0.02 0.00

2.26 1.72 0.00 8.87 0.02 0.00 2.28 1.73 0.00 8.86 0.02 0.00

2.30 1.55 0.00 8.85 0.02 0.00 2.32 1.61 0.00 8.84 0.02 0.00

2.34 1.64 0.00 8.83 0.02 0.00 2.36 1.63 0.00 8.82 0.02 0.00

2.38 1.60 0.00 8.81 0.02 0.00 2.40 1.58 0.00 8.80 0.02 0.00

2.42 1.55 0.00 8.79 0.02 0.00 2.44 1.51 0.00 8.78 0.02 0.00

2.46 1.46 0.00 8.77 0.02 0.00 2.48 1.42 0.00 8.76 0.02 0.00

2.50 1.40 0.00 8.75 0.02 0.00 2.52 1.39 0.00 8.74 0.02 0.00

2.54 1.40 0.00 8.73 0.02 0.00 2.56 1.39 0.00 8.72 0.02 0.00

2.58 1.36 0.00 8.71 0.02 0.00 2.60 1.34 0.00 8.70 0.02 0.00

2.62 1.33 0.00 8.69 0.02 0.00 2.64 1.34 0.00 8.68 0.02 0.00

2.66 1.36 0.00 8.67 0.02 0.00 2.68 1.37 0.00 8.66 0.02 0.00

2.70 1.37 0.00 8.65 0.02 0.00 2.72 1.38 0.00 8.64 0.02 0.00

2.74 1.38 0.00 8.63 0.02 0.00 2.76 1.38 0.00 8.62 0.02 0.00

2.78 1.36 0.00 8.61 0.02 0.00 2.80 1.33 0.00 8.60 0.02 0.00

2.82 1.30 0.00 8.59 0.02 0.00 2.84 1.30 0.00 8.58 0.02 0.00

2.86 1.30 0.00 8.57 0.02 0.00 2.88 1.31 0.00 8.56 0.02 0.00

2.90 1.31 0.00 8.55 0.02 0.00 2.92 1.29 0.00 8.54 0.02 0.00

2.94 1.26 0.00 8.53 0.02 0.00 2.96 1.22 0.00 8.52 0.02 0.00

2.98 1.18 0.00 8.51 0.02 0.00 3.00 1.13 0.00 8.50 0.02 0.00

3.02 1.10 0.00 8.49 0.02 0.00 3.04 1.07 0.00 8.48 0.02 0.00

3.06 1.06 0.00 8.47 0.02 0.00 3.08 1.08 0.00 8.46 0.02 0.00

3.10 1.13 0.00 8.45 0.02 0.00 3.12 1.18 0.00 8.44 0.02 0.00

3.14 1.21 0.00 8.43 0.02 0.00 3.16 1.21 0.00 8.42 0.02 0.00

3.18 1.17 0.00 8.41 0.02 0.00 3.20 1.13 0.00 8.40 0.02 0.00

3.22 1.07 0.00 8.39 0.02 0.00 3.24 1.02 0.00 8.38 0.02 0.00

3.26 1.00 0.00 8.37 0.02 0.00 3.28 1.00 0.00 8.36 0.02 0.00

3.30 1.04 0.00 8.35 0.02 0.00 3.32 1.08 0.00 8.34 0.02 0.00

3.34 1.12 0.00 8.33 0.02 0.00 3.36 1.14 0.00 8.32 0.02 0.00

3.38 1.13 0.00 8.31 0.02 0.00 3.40 1.12 0.00 8.30 0.02 0.00

3.42 1.10 0.00 8.29 0.02 0.00 3.44 1.08 0.00 8.28 0.02 0.00

3.46 1.07 0.00 8.27 0.02 0.00 3.48 1.06 0.00 8.26 0.02 0.00

3.50 1.05 0.00 8.25 0.02 0.00 3.52 1.04 0.00 8.24 0.02 0.00

3.54 1.03 0.00 8.23 0.02 0.00 3.56 1.03 0.00 8.22 0.02 0.00

3.58 1.06 0.00 8.21 0.02 0.00 3.60 1.13 0.00 8.20 0.02 0.00

3.62 1.22 0.00 8.19 0.02 0.00 3.64 1.28 0.00 8.18 0.02 0.00

3.66 1.30 0.00 8.17 0.02 0.00 3.68 1.29 0.00 8.16 0.02 0.00

3.70 1.28 0.00 8.15 0.02 0.00 3.72 1.28 0.00 8.14 0.02 0.00

3.74 1.29 0.00 8.13 0.02 0.00 3.76 1.32 0.00 8.12 0.02 0.00

3.78 1.39 0.00 8.11 0.02 0.00 3.80 1.44 0.00 8.10 0.02 0.00

3.82 1.45 0.00 8.09 0.02 0.00 3.84 1.42 0.00 8.08 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 8Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

3.86 1.37 0.00 8.07 0.02 0.00 3.88 1.32 0.00 8.06 0.02 0.00

3.90 1.31 0.00 8.05 0.02 0.00 3.92 1.32 0.00 8.04 0.02 0.00

3.94 1.32 0.00 8.03 0.02 0.00 3.96 1.30 0.00 8.02 0.02 0.00

3.98 1.25 0.00 8.01 0.02 0.00 4.00 1.19 0.00 8.00 0.02 0.00

4.02 1.13 0.00 7.99 0.02 0.00 4.04 1.22 0.00 7.98 0.02 0.00

4.06 1.14 0.00 7.97 0.02 0.00 4.08 1.08 0.00 7.96 0.02 0.00

4.10 1.05 0.00 7.95 0.02 0.00 4.12 1.03 0.00 7.94 0.02 0.00

4.14 1.00 0.00 7.93 0.02 0.00 4.16 0.98 0.02 7.92 0.02 0.00

4.18 2.00 0.00 7.91 0.02 0.00 4.20 2.00 0.00 7.90 0.02 0.00

4.22 2.00 0.00 7.89 0.02 0.00 4.24 0.93 0.07 7.88 0.02 0.01

4.26 0.95 0.05 7.87 0.02 0.01 4.28 0.86 0.14 7.86 0.02 0.02

4.30 0.93 0.07 7.85 0.02 0.01 4.32 0.97 0.03 7.84 0.02 0.00

4.34 1.02 0.00 7.83 0.02 0.00 4.36 1.09 0.00 7.82 0.02 0.00

4.38 1.19 0.00 7.81 0.02 0.00 4.40 1.32 0.00 7.80 0.02 0.00

4.42 1.43 0.00 7.79 0.02 0.00 4.44 1.51 0.00 7.78 0.02 0.00

4.46 1.53 0.00 7.77 0.02 0.00 4.48 1.50 0.00 7.76 0.02 0.00

4.50 1.48 0.00 7.75 0.02 0.00 4.52 1.49 0.00 7.74 0.02 0.00

4.54 1.51 0.00 7.73 0.02 0.00 4.56 1.52 0.00 7.72 0.02 0.00

4.58 1.53 0.00 7.71 0.02 0.00 4.60 1.55 0.00 7.70 0.02 0.00

4.62 1.57 0.00 7.69 0.02 0.00 4.64 1.55 0.00 7.68 0.02 0.00

4.66 1.49 0.00 7.67 0.02 0.00 4.68 1.41 0.00 7.66 0.02 0.00

4.70 1.33 0.00 7.65 0.02 0.00 4.72 1.27 0.00 7.64 0.02 0.00

4.74 1.43 0.00 7.63 0.02 0.00 4.76 1.39 0.00 7.62 0.02 0.00

4.78 1.31 0.00 7.61 0.02 0.00 4.80 1.22 0.00 7.60 0.02 0.00

4.82 1.14 0.00 7.59 0.02 0.00 4.84 1.08 0.00 7.58 0.02 0.00

4.86 1.04 0.00 7.57 0.02 0.00 4.88 1.01 0.00 7.56 0.02 0.00

4.90 1.00 0.00 7.55 0.02 0.00 4.92 0.99 0.01 7.54 0.02 0.00

4.94 0.99 0.01 7.53 0.02 0.00 4.96 1.01 0.00 7.52 0.02 0.00

4.98 0.93 0.07 7.51 0.02 0.01 5.00 1.00 0.00 7.50 0.02 0.00

5.02 1.06 0.00 7.49 0.02 0.00 5.04 1.12 0.00 7.48 0.02 0.00

5.06 1.16 0.00 7.47 0.02 0.00 5.08 1.21 0.00 7.46 0.02 0.00

5.10 1.26 0.00 7.45 0.02 0.00 5.12 1.30 0.00 7.44 0.02 0.00

5.14 1.34 0.00 7.43 0.02 0.00 5.16 1.36 0.00 7.42 0.02 0.00

5.18 1.36 0.00 7.41 0.02 0.00 5.20 1.34 0.00 7.40 0.02 0.00

5.22 1.31 0.00 7.39 0.02 0.00 5.24 1.31 0.00 7.38 0.02 0.00

5.26 1.30 0.00 7.37 0.02 0.00 5.28 1.34 0.00 7.36 0.02 0.00

5.30 1.38 0.00 7.35 0.02 0.00 5.32 1.44 0.00 7.34 0.02 0.00

5.34 1.45 0.00 7.33 0.02 0.00 5.36 1.46 0.00 7.32 0.02 0.00

5.38 1.46 0.00 7.31 0.02 0.00 5.40 1.45 0.00 7.30 0.02 0.00

5.42 1.43 0.00 7.29 0.02 0.00 5.44 1.42 0.00 7.28 0.02 0.00

5.46 1.45 0.00 7.27 0.02 0.00 5.48 1.54 0.00 7.26 0.02 0.00

5.50 1.66 0.00 7.25 0.02 0.00 5.52 1.74 0.00 7.24 0.02 0.00

5.54 1.72 0.00 7.23 0.02 0.00 5.56 1.66 0.00 7.22 0.02 0.00

5.58 1.59 0.00 7.21 0.02 0.00 5.60 1.55 0.00 7.20 0.02 0.00

5.62 1.54 0.00 7.19 0.02 0.00 5.64 1.60 0.00 7.18 0.02 0.00

5.66 1.66 0.00 7.17 0.02 0.00 5.68 1.67 0.00 7.16 0.02 0.00

5.70 1.57 0.00 7.15 0.02 0.00 5.72 1.43 0.00 7.14 0.02 0.00

5.74 1.29 0.00 7.13 0.02 0.00 5.76 1.41 0.00 7.12 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 9Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

5.78 1.38 0.00 7.11 0.02 0.00 5.80 1.37 0.00 7.10 0.02 0.00

5.82 1.38 0.00 7.09 0.02 0.00 5.84 1.24 0.00 7.08 0.02 0.00

5.86 1.31 0.00 7.07 0.02 0.00 5.88 1.34 0.00 7.06 0.02 0.00

5.90 1.31 0.00 7.05 0.02 0.00 5.92 1.25 0.00 7.04 0.02 0.00

5.94 1.17 0.00 7.03 0.02 0.00 5.96 1.11 0.00 7.02 0.02 0.00

5.98 1.05 0.00 7.01 0.02 0.00 6.00 1.00 0.00 7.00 0.02 0.00

6.02 1.12 0.00 6.99 0.02 0.00 6.04 1.09 0.00 6.98 0.02 0.00

6.06 1.06 0.00 6.97 0.02 0.00 6.08 1.01 0.00 6.96 0.02 0.00

6.10 0.97 0.03 6.95 0.02 0.00 6.12 0.93 0.07 6.94 0.02 0.01

6.14 0.91 0.09 6.93 0.02 0.01 6.16 0.91 0.09 6.92 0.02 0.01

6.18 0.94 0.06 6.91 0.02 0.01 6.20 1.02 0.00 6.90 0.02 0.00

6.22 1.12 0.00 6.89 0.02 0.00 6.24 1.12 0.00 6.88 0.02 0.00

6.26 1.23 0.00 6.87 0.02 0.00 6.28 1.31 0.00 6.86 0.02 0.00

6.30 1.32 0.00 6.85 0.02 0.00 6.32 1.33 0.00 6.84 0.02 0.00

6.34 1.32 0.00 6.83 0.02 0.00 6.36 1.33 0.00 6.82 0.02 0.00

6.38 1.35 0.00 6.81 0.02 0.00 6.40 1.34 0.00 6.80 0.02 0.00

6.42 1.31 0.00 6.79 0.02 0.00 6.44 1.30 0.00 6.78 0.02 0.00

6.46 1.33 0.00 6.77 0.02 0.00 6.48 1.42 0.00 6.76 0.02 0.00

6.50 1.53 0.00 6.75 0.02 0.00 6.52 1.63 0.00 6.74 0.02 0.00

6.54 1.70 0.00 6.73 0.02 0.00 6.56 1.71 0.00 6.72 0.02 0.00

6.58 1.69 0.00 6.71 0.02 0.00 6.60 1.67 0.00 6.70 0.02 0.00

6.62 1.67 0.00 6.69 0.02 0.00 6.64 1.66 0.00 6.68 0.02 0.00

6.66 1.63 0.00 6.67 0.02 0.00 6.68 1.59 0.00 6.66 0.02 0.00

6.70 1.54 0.00 6.65 0.02 0.00 6.72 1.50 0.00 6.64 0.02 0.00

6.74 1.48 0.00 6.63 0.02 0.00 6.76 1.46 0.00 6.62 0.02 0.00

6.78 1.44 0.00 6.61 0.02 0.00 6.80 1.41 0.00 6.60 0.02 0.00

6.82 1.38 0.00 6.59 0.02 0.00 6.84 1.35 0.00 6.58 0.02 0.00

6.86 1.32 0.00 6.57 0.02 0.00 6.88 1.28 0.00 6.56 0.02 0.00

6.90 1.23 0.00 6.55 0.02 0.00 6.92 1.15 0.00 6.54 0.02 0.00

6.94 1.07 0.00 6.53 0.02 0.00 6.96 1.00 0.00 6.52 0.02 0.00

6.98 0.93 0.07 6.51 0.02 0.01 7.00 1.02 0.00 6.50 0.02 0.00

7.02 0.98 0.02 6.49 0.02 0.00 7.04 0.97 0.03 6.48 0.02 0.00

7.06 0.98 0.02 6.47 0.02 0.00 7.08 1.01 0.00 6.46 0.02 0.00

7.10 1.03 0.00 6.45 0.02 0.00 7.12 1.11 0.00 6.44 0.02 0.00

7.14 1.25 0.00 6.43 0.02 0.00 7.16 1.37 0.00 6.42 0.02 0.00

7.18 1.39 0.00 6.41 0.02 0.00 7.20 1.38 0.00 6.40 0.02 0.00

7.22 1.36 0.00 6.39 0.02 0.00 7.24 1.35 0.00 6.38 0.02 0.00

7.26 1.16 0.00 6.37 0.02 0.00 7.28 1.17 0.00 6.36 0.02 0.00

7.30 1.19 0.00 6.35 0.02 0.00 7.32 1.20 0.00 6.34 0.02 0.00

7.34 1.22 0.00 6.33 0.02 0.00 7.36 1.25 0.00 6.32 0.02 0.00

7.38 1.28 0.00 6.31 0.02 0.00 7.40 1.33 0.00 6.30 0.02 0.00

7.42 1.39 0.00 6.29 0.02 0.00 7.44 1.48 0.00 6.28 0.02 0.00

7.46 1.60 0.00 6.27 0.02 0.00 7.48 1.72 0.00 6.26 0.02 0.00

7.50 1.86 0.00 6.25 0.02 0.00 7.52 2.00 0.00 6.24 0.02 0.00

7.54 2.00 0.00 6.23 0.02 0.00 7.56 2.00 0.00 6.22 0.02 0.00

7.58 2.00 0.00 6.21 0.02 0.00 7.60 2.00 0.00 6.20 0.02 0.00

7.62 2.00 0.00 6.19 0.02 0.00 7.64 2.00 0.00 6.18 0.02 0.00

7.66 1.99 0.00 6.17 0.02 0.00 7.68 1.82 0.00 6.16 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 10Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

7.70 1.69 0.00 6.15 0.02 0.00 7.72 1.59 0.00 6.14 0.02 0.00

7.74 1.52 0.00 6.13 0.02 0.00 7.76 1.48 0.00 6.12 0.02 0.00

7.78 1.45 0.00 6.11 0.02 0.00 7.80 1.43 0.00 6.10 0.02 0.00

7.82 1.43 0.00 6.09 0.02 0.00 7.84 1.44 0.00 6.08 0.02 0.00

7.86 1.46 0.00 6.07 0.02 0.00 7.88 1.45 0.00 6.06 0.02 0.00

7.90 1.41 0.00 6.05 0.02 0.00 7.92 1.55 0.00 6.04 0.02 0.00

7.94 1.63 0.00 6.03 0.02 0.00 7.96 1.71 0.00 6.02 0.02 0.00

7.98 1.79 0.00 6.01 0.02 0.00 8.00 1.88 0.00 6.00 0.02 0.00

8.02 1.91 0.00 5.99 0.02 0.00 8.04 1.90 0.00 5.98 0.02 0.00

8.06 1.72 0.00 5.97 0.02 0.00 8.08 1.74 0.00 5.96 0.02 0.00

8.10 1.74 0.00 5.95 0.02 0.00 8.12 1.69 0.00 5.94 0.02 0.00

8.14 1.62 0.00 5.93 0.02 0.00 8.16 1.55 0.00 5.92 0.02 0.00

8.18 1.52 0.00 5.91 0.02 0.00 8.20 1.53 0.00 5.90 0.02 0.00

8.22 1.54 0.00 5.89 0.02 0.00 8.24 1.54 0.00 5.88 0.02 0.00

8.26 1.55 0.00 5.87 0.02 0.00 8.28 1.60 0.00 5.86 0.02 0.00

8.30 1.70 0.00 5.85 0.02 0.00 8.32 1.81 0.00 5.84 0.02 0.00

8.34 1.92 0.00 5.83 0.02 0.00 8.36 1.99 0.00 5.82 0.02 0.00

8.38 2.00 0.00 5.81 0.02 0.00 8.40 1.96 0.00 5.80 0.02 0.00

8.42 1.91 0.00 5.79 0.02 0.00 8.44 1.90 0.00 5.78 0.02 0.00

8.46 1.92 0.00 5.77 0.02 0.00 8.48 1.96 0.00 5.76 0.02 0.00

8.50 1.99 0.00 5.75 0.02 0.00 8.52 2.00 0.00 5.74 0.02 0.00

8.54 2.00 0.00 5.73 0.02 0.00 8.56 1.99 0.00 5.72 0.02 0.00

8.58 1.91 0.00 5.71 0.02 0.00 8.60 1.82 0.00 5.70 0.02 0.00

8.62 1.77 0.00 5.69 0.02 0.00 8.64 1.70 0.00 5.68 0.02 0.00

8.66 1.66 0.00 5.67 0.02 0.00 8.68 1.67 0.00 5.66 0.02 0.00

8.70 1.73 0.00 5.65 0.02 0.00 8.72 1.73 0.00 5.64 0.02 0.00

8.74 1.69 0.00 5.63 0.02 0.00 8.76 1.62 0.00 5.62 0.02 0.00

8.78 1.56 0.00 5.61 0.02 0.00 8.80 1.53 0.00 5.60 0.02 0.00

8.82 1.51 0.00 5.59 0.02 0.00 8.84 1.49 0.00 5.58 0.02 0.00

8.86 1.47 0.00 5.57 0.02 0.00 8.88 1.45 0.00 5.56 0.02 0.00

8.90 1.42 0.00 5.55 0.02 0.00 8.92 1.40 0.00 5.54 0.02 0.00

8.94 1.38 0.00 5.53 0.02 0.00 8.96 1.37 0.00 5.52 0.02 0.00

8.98 1.38 0.00 5.51 0.02 0.00 9.00 1.47 0.00 5.50 0.02 0.00

9.02 1.65 0.00 5.49 0.02 0.00 9.04 1.90 0.00 5.48 0.02 0.00

9.06 2.00 0.00 5.47 0.02 0.00 9.08 2.00 0.00 5.46 0.02 0.00

9.10 1.98 0.00 5.45 0.02 0.00 9.12 1.80 0.00 5.44 0.02 0.00

9.14 1.73 0.00 5.43 0.02 0.00 9.16 1.74 0.00 5.42 0.02 0.00

9.18 1.85 0.00 5.41 0.02 0.00 9.20 1.91 0.00 5.40 0.02 0.00

9.22 1.93 0.00 5.39 0.02 0.00 9.24 1.94 0.00 5.38 0.02 0.00

9.26 1.93 0.00 5.37 0.02 0.00 9.28 1.91 0.00 5.36 0.02 0.00

9.30 1.87 0.00 5.35 0.02 0.00 9.32 1.83 0.00 5.34 0.02 0.00

9.34 1.79 0.00 5.33 0.02 0.00 9.36 1.78 0.00 5.32 0.02 0.00

9.38 1.83 0.00 5.31 0.02 0.00 9.40 1.93 0.00 5.30 0.02 0.00

9.42 2.00 0.00 5.29 0.02 0.00 9.44 2.00 0.00 5.28 0.02 0.00

9.46 2.00 0.00 5.27 0.02 0.00 9.48 1.95 0.00 5.26 0.02 0.00

9.50 1.88 0.00 5.25 0.02 0.00 9.52 1.87 0.00 5.24 0.02 0.00

9.54 1.89 0.00 5.23 0.02 0.00 9.56 1.88 0.00 5.22 0.02 0.00

9.58 1.81 0.00 5.21 0.02 0.00 9.60 1.70 0.00 5.20 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 11Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

9.62 1.49 0.00 5.19 0.02 0.00 9.64 1.41 0.00 5.18 0.02 0.00

9.66 1.55 0.00 5.17 0.02 0.00 9.68 1.37 0.00 5.16 0.02 0.00

9.70 1.31 0.00 5.15 0.02 0.00 9.72 1.26 0.00 5.14 0.02 0.00

9.74 1.23 0.00 5.13 0.02 0.00 9.76 1.23 0.00 5.12 0.02 0.00

9.78 1.25 0.00 5.11 0.02 0.00 9.80 1.27 0.00 5.10 0.02 0.00

9.82 1.27 0.00 5.09 0.02 0.00 9.84 1.25 0.00 5.08 0.02 0.00

9.86 1.20 0.00 5.07 0.02 0.00 9.88 1.16 0.00 5.06 0.02 0.00

9.90 1.12 0.00 5.05 0.02 0.00 9.92 1.10 0.00 5.04 0.02 0.00

9.94 1.08 0.00 5.03 0.02 0.00 9.96 1.05 0.00 5.02 0.02 0.00

9.98 1.03 0.00 5.01 0.02 0.00 10.00 1.00 0.00 5.00 0.02 0.00

10.02 0.99 0.01 4.99 0.02 0.00 10.04 0.98 0.02 4.98 0.02 0.00

10.06 0.99 0.01 4.97 0.02 0.00 10.08 1.02 0.00 4.96 0.02 0.00

10.10 1.08 0.00 4.95 0.02 0.00 10.12 1.15 0.00 4.94 0.02 0.00

10.14 1.22 0.00 4.93 0.02 0.00 10.16 1.29 0.00 4.92 0.02 0.00

10.18 1.34 0.00 4.91 0.02 0.00 10.20 1.37 0.00 4.90 0.02 0.00

10.22 1.38 0.00 4.89 0.02 0.00 10.24 1.39 0.00 4.88 0.02 0.00

10.26 1.40 0.00 4.87 0.02 0.00 10.28 1.42 0.00 4.86 0.02 0.00

10.30 1.46 0.00 4.85 0.02 0.00 10.32 1.50 0.00 4.84 0.02 0.00

10.34 1.55 0.00 4.83 0.02 0.00 10.36 1.61 0.00 4.82 0.02 0.00

10.38 1.68 0.00 4.81 0.02 0.00 10.40 1.73 0.00 4.80 0.02 0.00

10.42 1.73 0.00 4.79 0.02 0.00 10.44 1.69 0.00 4.78 0.02 0.00

10.46 1.63 0.00 4.77 0.02 0.00 10.48 1.61 0.00 4.76 0.02 0.00

10.50 1.61 0.00 4.75 0.02 0.00 10.52 1.63 0.00 4.74 0.02 0.00

10.54 1.65 0.00 4.73 0.02 0.00 10.56 1.71 0.00 4.72 0.02 0.00

10.58 1.78 0.00 4.71 0.02 0.00 10.60 1.82 0.00 4.70 0.02 0.00

10.62 1.74 0.00 4.69 0.02 0.00 10.64 1.65 0.00 4.68 0.02 0.00

10.66 1.59 0.00 4.67 0.02 0.00 10.68 1.59 0.00 4.66 0.02 0.00

10.70 1.56 0.00 4.65 0.02 0.00 10.72 1.53 0.00 4.64 0.02 0.00

10.74 1.49 0.00 4.63 0.02 0.00 10.76 1.46 0.00 4.62 0.02 0.00

10.78 1.43 0.00 4.61 0.02 0.00 10.80 1.41 0.00 4.60 0.02 0.00

10.82 1.38 0.00 4.59 0.02 0.00 10.84 1.34 0.00 4.58 0.02 0.00

10.86 1.29 0.00 4.57 0.02 0.00 10.88 1.26 0.00 4.56 0.02 0.00

10.90 1.22 0.00 4.55 0.02 0.00 10.92 1.17 0.00 4.54 0.02 0.00

10.94 1.13 0.00 4.53 0.02 0.00 10.96 1.09 0.00 4.52 0.02 0.00

10.98 1.07 0.00 4.51 0.02 0.00 11.00 1.04 0.00 4.50 0.02 0.00

11.02 1.01 0.00 4.49 0.02 0.00 11.04 0.98 0.02 4.48 0.02 0.00

11.06 0.95 0.05 4.47 0.02 0.00 11.08 0.93 0.07 4.46 0.02 0.01

11.10 0.90 0.10 4.45 0.02 0.01 11.12 0.88 0.12 4.44 0.02 0.01

11.14 0.86 0.14 4.43 0.02 0.01 11.16 0.83 0.17 4.42 0.02 0.02

11.18 0.95 0.05 4.41 0.02 0.00 11.20 0.93 0.07 4.40 0.02 0.01

11.22 0.93 0.07 4.39 0.02 0.01 11.24 0.94 0.06 4.38 0.02 0.01

11.26 0.95 0.05 4.37 0.02 0.00 11.28 0.99 0.01 4.36 0.02 0.00

11.30 1.08 0.00 4.35 0.02 0.00 11.32 1.05 0.00 4.34 0.02 0.00

11.34 1.16 0.00 4.33 0.02 0.00 11.36 1.22 0.00 4.32 0.02 0.00

11.38 1.26 0.00 4.31 0.02 0.00 11.40 1.31 0.00 4.30 0.02 0.00

11.42 1.37 0.00 4.29 0.02 0.00 11.44 1.46 0.00 4.28 0.02 0.00

11.46 1.53 0.00 4.27 0.02 0.00 11.48 1.57 0.00 4.26 0.02 0.00

11.50 1.59 0.00 4.25 0.02 0.00 11.52 1.60 0.00 4.24 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 12Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

11.54 1.63 0.00 4.23 0.02 0.00 11.56 1.69 0.00 4.22 0.02 0.00

11.58 1.74 0.00 4.21 0.02 0.00 11.60 1.74 0.00 4.20 0.02 0.00

11.62 1.69 0.00 4.19 0.02 0.00 11.64 1.64 0.00 4.18 0.02 0.00

11.66 1.68 0.00 4.17 0.02 0.00 11.68 1.84 0.00 4.16 0.02 0.00

11.70 2.00 0.00 4.15 0.02 0.00 11.72 2.00 0.00 4.14 0.02 0.00

11.74 2.00 0.00 4.13 0.02 0.00 11.76 2.00 0.00 4.12 0.02 0.00

11.78 2.00 0.00 4.11 0.02 0.00 11.80 2.00 0.00 4.10 0.02 0.00

11.82 1.94 0.00 4.09 0.02 0.00 11.84 1.84 0.00 4.08 0.02 0.00

11.86 1.76 0.00 4.07 0.02 0.00 11.88 1.71 0.00 4.06 0.02 0.00

11.90 1.68 0.00 4.05 0.02 0.00 11.92 1.68 0.00 4.04 0.02 0.00

11.94 1.69 0.00 4.03 0.02 0.00 11.96 1.71 0.00 4.02 0.02 0.00

11.98 1.71 0.00 4.01 0.02 0.00 12.00 1.69 0.00 4.00 0.02 0.00

12.02 1.66 0.00 3.99 0.02 0.00 12.04 1.63 0.00 3.98 0.02 0.00

12.06 1.63 0.00 3.97 0.02 0.00 12.08 1.67 0.00 3.96 0.02 0.00

12.10 1.79 0.00 3.95 0.02 0.00 12.12 1.99 0.00 3.94 0.02 0.00

12.14 2.00 0.00 3.93 0.02 0.00 12.16 2.00 0.00 3.92 0.02 0.00

12.18 2.00 0.00 3.91 0.02 0.00 12.20 2.00 0.00 3.90 0.02 0.00

12.22 2.00 0.00 3.89 0.02 0.00 12.24 2.00 0.00 3.88 0.02 0.00

12.26 1.80 0.00 3.87 0.02 0.00 12.28 1.62 0.00 3.86 0.02 0.00

12.30 1.57 0.00 3.85 0.02 0.00 12.32 1.66 0.00 3.84 0.02 0.00

12.34 1.87 0.00 3.83 0.02 0.00 12.36 2.00 0.00 3.82 0.02 0.00

12.38 2.00 0.00 3.81 0.02 0.00 12.40 2.00 0.00 3.80 0.02 0.00

12.42 1.99 0.00 3.79 0.02 0.00 12.44 1.97 0.00 3.78 0.02 0.00

12.46 2.00 0.00 3.77 0.02 0.00 12.48 2.00 0.00 3.76 0.02 0.00

12.50 2.00 0.00 3.75 0.02 0.00 12.52 2.00 0.00 3.74 0.02 0.00

12.54 2.00 0.00 3.73 0.02 0.00 12.56 2.00 0.00 3.72 0.02 0.00

12.58 1.93 0.00 3.71 0.02 0.00 12.60 1.80 0.00 3.70 0.02 0.00

12.62 1.65 0.00 3.69 0.02 0.00 12.64 1.54 0.00 3.68 0.02 0.00

12.66 1.68 0.00 3.67 0.02 0.00 12.68 1.46 0.00 3.66 0.02 0.00

12.70 1.47 0.00 3.65 0.02 0.00 12.72 1.49 0.00 3.64 0.02 0.00

12.74 1.52 0.00 3.63 0.02 0.00 12.76 1.56 0.00 3.62 0.02 0.00

12.78 1.60 0.00 3.61 0.02 0.00 12.80 1.60 0.00 3.60 0.02 0.00

12.82 1.55 0.00 3.59 0.02 0.00 12.84 1.48 0.00 3.58 0.02 0.00

12.86 1.39 0.00 3.57 0.02 0.00 12.88 1.32 0.00 3.56 0.02 0.00

12.90 1.28 0.00 3.55 0.02 0.00 12.92 1.30 0.00 3.54 0.02 0.00

12.94 1.41 0.00 3.53 0.02 0.00 12.96 1.64 0.00 3.52 0.02 0.00

12.98 2.00 0.00 3.51 0.02 0.00 13.00 2.00 0.00 3.50 0.02 0.00

13.02 2.00 0.00 3.49 0.02 0.00 13.04 2.00 0.00 3.48 0.02 0.00

13.06 2.00 0.00 3.47 0.02 0.00 13.08 2.00 0.00 3.46 0.02 0.00

13.10 2.00 0.00 3.45 0.02 0.00 13.12 2.00 0.00 3.44 0.02 0.00

13.14 2.00 0.00 3.43 0.02 0.00 13.16 2.00 0.00 3.42 0.02 0.00

13.18 2.00 0.00 3.41 0.02 0.00 13.20 2.00 0.00 3.40 0.02 0.00

13.22 2.00 0.00 3.39 0.02 0.00 13.24 2.00 0.00 3.38 0.02 0.00

13.26 2.00 0.00 3.37 0.02 0.00 13.28 2.00 0.00 3.36 0.02 0.00

13.30 2.00 0.00 3.35 0.02 0.00 13.32 2.00 0.00 3.34 0.02 0.00

13.34 2.00 0.00 3.33 0.02 0.00 13.36 2.00 0.00 3.32 0.02 0.00

13.38 2.00 0.00 3.31 0.02 0.00 13.40 2.00 0.00 3.30 0.02 0.00

13.42 2.00 0.00 3.29 0.02 0.00 13.44 2.00 0.00 3.28 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 13Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

13.46 2.00 0.00 3.27 0.02 0.00 13.48 2.00 0.00 3.26 0.02 0.00

13.50 2.00 0.00 3.25 0.02 0.00 13.52 2.00 0.00 3.24 0.02 0.00

13.54 2.00 0.00 3.23 0.02 0.00 13.56 2.00 0.00 3.22 0.02 0.00

13.58 2.00 0.00 3.21 0.02 0.00 13.60 2.00 0.00 3.20 0.02 0.00

13.62 2.00 0.00 3.19 0.02 0.00 13.64 2.00 0.00 3.18 0.02 0.00

13.66 2.00 0.00 3.17 0.02 0.00 13.68 1.90 0.00 3.16 0.02 0.00

13.70 1.83 0.00 3.15 0.02 0.00 13.72 1.79 0.00 3.14 0.02 0.00

13.74 1.76 0.00 3.13 0.02 0.00 13.76 1.70 0.00 3.12 0.02 0.00

13.78 1.63 0.00 3.11 0.02 0.00 13.80 1.57 0.00 3.10 0.02 0.00

13.82 1.54 0.00 3.09 0.02 0.00 13.84 1.53 0.00 3.08 0.02 0.00

13.86 1.51 0.00 3.07 0.02 0.00 13.88 1.45 0.00 3.06 0.02 0.00

13.90 1.34 0.00 3.05 0.02 0.00 13.92 1.22 0.00 3.04 0.02 0.00

13.94 1.12 0.00 3.03 0.02 0.00 13.96 1.24 0.00 3.02 0.02 0.00

13.98 1.21 0.00 3.01 0.02 0.00 14.00 1.21 0.00 3.00 0.02 0.00

14.02 1.06 0.00 2.99 0.02 0.00 14.04 1.23 0.00 2.98 0.02 0.00

14.06 1.20 0.00 2.97 0.02 0.00 14.08 1.16 0.00 2.96 0.02 0.00

14.10 1.13 0.00 2.95 0.02 0.00 14.12 1.14 0.00 2.94 0.02 0.00

14.14 1.19 0.00 2.93 0.02 0.00 14.16 1.27 0.00 2.92 0.02 0.00

14.18 1.31 0.00 2.91 0.02 0.00 14.20 1.32 0.00 2.90 0.02 0.00

14.22 1.32 0.00 2.89 0.02 0.00 14.24 1.32 0.00 2.88 0.02 0.00

14.26 1.33 0.00 2.87 0.02 0.00 14.28 1.16 0.00 2.86 0.02 0.00

14.30 1.21 0.00 2.85 0.02 0.00 14.32 1.27 0.00 2.84 0.02 0.00

14.34 1.32 0.00 2.83 0.02 0.00 14.36 1.36 0.00 2.82 0.02 0.00

14.38 1.36 0.00 2.81 0.02 0.00 14.40 1.36 0.00 2.80 0.02 0.00

14.42 1.35 0.00 2.79 0.02 0.00 14.44 1.36 0.00 2.78 0.02 0.00

14.46 1.42 0.00 2.77 0.02 0.00 14.48 1.56 0.00 2.76 0.02 0.00

14.50 1.70 0.00 2.75 0.02 0.00 14.52 1.76 0.00 2.74 0.02 0.00

14.54 1.72 0.00 2.73 0.02 0.00 14.56 1.62 0.00 2.72 0.02 0.00

14.58 1.50 0.00 2.71 0.02 0.00 14.60 1.40 0.00 2.70 0.02 0.00

14.62 1.32 0.00 2.69 0.02 0.00 14.64 1.26 0.00 2.68 0.02 0.00

14.66 1.20 0.00 2.67 0.02 0.00 14.68 1.33 0.00 2.66 0.02 0.00

14.70 1.26 0.00 2.65 0.02 0.00 14.72 1.20 0.00 2.64 0.02 0.00

14.74 1.15 0.00 2.63 0.02 0.00 14.76 1.12 0.00 2.62 0.02 0.00

14.78 1.09 0.00 2.61 0.02 0.00 14.80 1.06 0.00 2.60 0.02 0.00

14.82 1.05 0.00 2.59 0.02 0.00 14.84 1.06 0.00 2.58 0.02 0.00

14.86 2.00 0.00 2.57 0.02 0.00 14.88 2.00 0.00 2.56 0.02 0.00

14.90 2.00 0.00 2.55 0.02 0.00 14.92 2.00 0.00 2.54 0.02 0.00

14.94 2.00 0.00 2.53 0.02 0.00 14.96 2.00 0.00 2.52 0.02 0.00

14.98 2.00 0.00 2.51 0.02 0.00 15.00 2.00 0.00 2.50 0.02 0.00

15.02 2.00 0.00 2.49 0.02 0.00 15.04 2.00 0.00 2.48 0.02 0.00

15.06 2.00 0.00 2.47 0.02 0.00 15.08 2.00 0.00 2.46 0.02 0.00

15.10 2.00 0.00 2.45 0.02 0.00 15.12 2.00 0.00 2.44 0.02 0.00

15.14 2.00 0.00 2.43 0.02 0.00 15.16 2.00 0.00 2.42 0.02 0.00

15.18 2.00 0.00 2.41 0.02 0.00 15.20 0.91 0.09 2.40 0.02 0.00

15.22 0.76 0.24 2.39 0.02 0.01 15.24 0.78 0.22 2.38 0.02 0.01

15.26 0.93 0.07 2.37 0.02 0.00 15.28 2.00 0.00 2.36 0.02 0.00

15.30 0.98 0.02 2.35 0.02 0.00 15.32 1.01 0.00 2.34 0.02 0.00

15.34 1.07 0.00 2.33 0.02 0.00 15.36 1.11 0.00 2.32 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 14Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

15.38 1.13 0.00 2.31 0.02 0.00 15.40 1.11 0.00 2.30 0.02 0.00

15.42 1.09 0.00 2.29 0.02 0.00 15.44 1.08 0.00 2.28 0.02 0.00

15.46 1.09 0.00 2.27 0.02 0.00 15.48 1.11 0.00 2.26 0.02 0.00

15.50 1.13 0.00 2.25 0.02 0.00 15.52 1.15 0.00 2.24 0.02 0.00

15.54 1.16 0.00 2.23 0.02 0.00 15.56 1.16 0.00 2.22 0.02 0.00

15.58 1.16 0.00 2.21 0.02 0.00 15.60 1.17 0.00 2.20 0.02 0.00

15.62 1.05 0.00 2.19 0.02 0.00 15.64 1.09 0.00 2.18 0.02 0.00

15.66 1.12 0.00 2.17 0.02 0.00 15.68 1.13 0.00 2.16 0.02 0.00

15.70 1.11 0.00 2.15 0.02 0.00 15.72 1.23 0.00 2.14 0.02 0.00

15.74 1.20 0.00 2.13 0.02 0.00 15.76 1.21 0.00 2.12 0.02 0.00

15.78 1.25 0.00 2.11 0.02 0.00 15.80 1.33 0.00 2.10 0.02 0.00

15.82 2.00 0.00 2.09 0.02 0.00 15.84 2.00 0.00 2.08 0.02 0.00

15.86 2.00 0.00 2.07 0.02 0.00 15.88 2.00 0.00 2.06 0.02 0.00

15.90 2.00 0.00 2.05 0.02 0.00 15.92 2.00 0.00 2.04 0.02 0.00

15.94 2.00 0.00 2.03 0.02 0.00 15.96 2.00 0.00 2.02 0.02 0.00

15.98 2.00 0.00 2.01 0.02 0.00 16.00 2.00 0.00 2.00 0.02 0.00

16.02 2.00 0.00 1.99 0.02 0.00 16.04 2.00 0.00 1.98 0.02 0.00

16.06 2.00 0.00 1.97 0.02 0.00 16.08 2.00 0.00 1.96 0.02 0.00

16.10 2.00 0.00 1.95 0.02 0.00 16.12 2.00 0.00 1.94 0.02 0.00

16.14 2.00 0.00 1.93 0.02 0.00 16.16 2.00 0.00 1.92 0.02 0.00

16.18 2.00 0.00 1.91 0.02 0.00 16.20 2.00 0.00 1.90 0.02 0.00

16.22 2.00 0.00 1.89 0.02 0.00 16.24 2.00 0.00 1.88 0.02 0.00

16.26 2.00 0.00 1.87 0.02 0.00 16.28 2.00 0.00 1.86 0.02 0.00

16.30 2.00 0.00 1.85 0.02 0.00 16.32 2.00 0.00 1.84 0.02 0.00

16.34 2.00 0.00 1.83 0.02 0.00 16.36 2.00 0.00 1.82 0.02 0.00

16.38 2.00 0.00 1.81 0.02 0.00 16.40 2.00 0.00 1.80 0.02 0.00

16.42 2.00 0.00 1.79 0.02 0.00 16.44 2.00 0.00 1.78 0.02 0.00

16.46 2.00 0.00 1.77 0.02 0.00 16.48 2.00 0.00 1.76 0.02 0.00

16.50 2.00 0.00 1.75 0.02 0.00 16.52 2.00 0.00 1.74 0.02 0.00

16.54 2.00 0.00 1.73 0.02 0.00 16.56 2.00 0.00 1.72 0.02 0.00

16.58 2.00 0.00 1.71 0.02 0.00 16.60 2.00 0.00 1.70 0.02 0.00

16.62 2.00 0.00 1.69 0.02 0.00 16.64 2.00 0.00 1.68 0.02 0.00

16.66 2.00 0.00 1.67 0.02 0.00 16.68 2.00 0.00 1.66 0.02 0.00

16.70 2.00 0.00 1.65 0.02 0.00 16.72 2.00 0.00 1.64 0.02 0.00

16.74 2.00 0.00 1.63 0.02 0.00 16.76 2.00 0.00 1.62 0.02 0.00

16.78 2.00 0.00 1.61 0.02 0.00 16.80 2.00 0.00 1.60 0.02 0.00

16.82 1.10 0.00 1.59 0.02 0.00 16.84 1.08 0.00 1.58 0.02 0.00

16.86 1.05 0.00 1.57 0.02 0.00 16.88 1.05 0.00 1.56 0.02 0.00

16.90 2.00 0.00 1.55 0.02 0.00 16.92 2.00 0.00 1.54 0.02 0.00

16.94 2.00 0.00 1.53 0.02 0.00 16.96 2.00 0.00 1.52 0.02 0.00

16.98 2.00 0.00 1.51 0.02 0.00 17.00 2.00 0.00 1.50 0.02 0.00

17.02 2.00 0.00 1.49 0.02 0.00 17.04 2.00 0.00 1.48 0.02 0.00

17.06 2.00 0.00 1.47 0.02 0.00 17.08 2.00 0.00 1.46 0.02 0.00

17.10 2.00 0.00 1.45 0.02 0.00 17.12 2.00 0.00 1.44 0.02 0.00

17.14 2.00 0.00 1.43 0.02 0.00 17.16 2.00 0.00 1.42 0.02 0.00

17.18 2.00 0.00 1.41 0.02 0.00 17.20 2.00 0.00 1.40 0.02 0.00

17.22 2.00 0.00 1.39 0.02 0.00 17.24 2.00 0.00 1.38 0.02 0.00

17.26 2.00 0.00 1.37 0.02 0.00 17.28 2.00 0.00 1.36 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 15Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

17.30 0.96 0.04 1.35 0.02 0.00 17.32 2.00 0.00 1.34 0.02 0.00

17.34 2.00 0.00 1.33 0.02 0.00 17.36 2.00 0.00 1.32 0.02 0.00

17.38 2.00 0.00 1.31 0.02 0.00 17.40 2.00 0.00 1.30 0.02 0.00

17.42 2.00 0.00 1.29 0.02 0.00 17.44 2.00 0.00 1.28 0.02 0.00

17.46 2.00 0.00 1.27 0.02 0.00 17.48 2.00 0.00 1.26 0.02 0.00

17.50 2.00 0.00 1.25 0.02 0.00 17.52 2.00 0.00 1.24 0.02 0.00

17.54 2.00 0.00 1.23 0.02 0.00 17.56 2.00 0.00 1.22 0.02 0.00

17.58 2.00 0.00 1.21 0.02 0.00 17.60 2.00 0.00 1.20 0.02 0.00

17.62 2.00 0.00 1.19 0.02 0.00 17.64 2.00 0.00 1.18 0.02 0.00

17.66 2.00 0.00 1.17 0.02 0.00 17.68 2.00 0.00 1.16 0.02 0.00

17.70 2.00 0.00 1.15 0.02 0.00 17.72 2.00 0.00 1.14 0.02 0.00

17.74 2.00 0.00 1.13 0.02 0.00 17.76 2.00 0.00 1.12 0.02 0.00

17.78 2.00 0.00 1.11 0.02 0.00 17.80 2.00 0.00 1.10 0.02 0.00

17.82 2.00 0.00 1.09 0.02 0.00 17.84 2.00 0.00 1.08 0.02 0.00

17.86 2.00 0.00 1.07 0.02 0.00 17.88 2.00 0.00 1.06 0.02 0.00

17.90 2.00 0.00 1.05 0.02 0.00 17.92 2.00 0.00 1.04 0.02 0.00

17.94 2.00 0.00 1.03 0.02 0.00 17.96 2.00 0.00 1.02 0.02 0.00

17.98 2.00 0.00 1.01 0.02 0.00 18.00 2.00 0.00 1.00 0.02 0.00

18.02 2.00 0.00 0.99 0.02 0.00 18.04 2.00 0.00 0.98 0.02 0.00

18.06 2.00 0.00 0.97 0.02 0.00 18.08 2.00 0.00 0.96 0.02 0.00

18.10 2.00 0.00 0.95 0.02 0.00 18.12 2.00 0.00 0.94 0.02 0.00

18.14 2.00 0.00 0.93 0.02 0.00 18.16 2.00 0.00 0.92 0.02 0.00

18.18 2.00 0.00 0.91 0.02 0.00 18.20 2.00 0.00 0.90 0.02 0.00

18.22 2.00 0.00 0.89 0.02 0.00 18.24 2.00 0.00 0.88 0.02 0.00

18.26 2.00 0.00 0.87 0.02 0.00 18.28 2.00 0.00 0.86 0.02 0.00

18.30 2.00 0.00 0.85 0.02 0.00 18.32 2.00 0.00 0.84 0.02 0.00

18.34 2.00 0.00 0.83 0.02 0.00 18.36 2.00 0.00 0.82 0.02 0.00

18.38 2.00 0.00 0.81 0.02 0.00 18.40 2.00 0.00 0.80 0.02 0.00

18.42 2.00 0.00 0.79 0.02 0.00 18.44 2.00 0.00 0.78 0.02 0.00

18.46 2.00 0.00 0.77 0.02 0.00 18.48 2.00 0.00 0.76 0.02 0.00

18.50 2.00 0.00 0.75 0.02 0.00 18.52 2.00 0.00 0.74 0.02 0.00

18.54 2.00 0.00 0.73 0.02 0.00 18.56 2.00 0.00 0.72 0.02 0.00

18.58 2.00 0.00 0.71 0.02 0.00 18.60 2.00 0.00 0.70 0.02 0.00

18.62 2.00 0.00 0.69 0.02 0.00 18.64 2.00 0.00 0.68 0.02 0.00

18.66 2.00 0.00 0.67 0.02 0.00 18.68 2.00 0.00 0.66 0.02 0.00

18.70 2.00 0.00 0.65 0.02 0.00 18.72 2.00 0.00 0.64 0.02 0.00

18.74 2.00 0.00 0.63 0.02 0.00 18.76 2.00 0.00 0.62 0.02 0.00

18.78 2.00 0.00 0.61 0.02 0.00 18.80 2.00 0.00 0.60 0.02 0.00

18.82 2.00 0.00 0.59 0.02 0.00 18.84 2.00 0.00 0.58 0.02 0.00

18.86 2.00 0.00 0.57 0.02 0.00 18.88 2.00 0.00 0.56 0.02 0.00

18.90 2.00 0.00 0.55 0.02 0.00 18.92 2.00 0.00 0.54 0.02 0.00

18.94 2.00 0.00 0.53 0.02 0.00 18.96 2.00 0.00 0.52 0.02 0.00

18.98 2.00 0.00 0.51 0.02 0.00 19.00 2.00 0.00 0.50 0.02 0.00

19.02 2.00 0.00 0.49 0.02 0.00 19.04 2.00 0.00 0.48 0.02 0.00

19.06 2.00 0.00 0.47 0.02 0.00 19.08 2.00 0.00 0.46 0.02 0.00

19.10 2.00 0.00 0.45 0.02 0.00 19.12 2.00 0.00 0.44 0.02 0.00

19.14 2.00 0.00 0.43 0.02 0.00 19.16 2.00 0.00 0.42 0.02 0.00

19.18 2.00 0.00 0.41 0.02 0.00 19.20 2.00 0.00 0.40 0.02 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 16Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

19.22 2.00 0.00 0.39 0.02 0.00 19.24 2.00 0.00 0.38 0.02 0.00

19.26 2.00 0.00 0.37 0.02 0.00 19.28 2.00 0.00 0.36 0.02 0.00

19.30 2.00 0.00 0.35 0.02 0.00 19.32 2.00 0.00 0.34 0.02 0.00

19.34 2.00 0.00 0.33 0.02 0.00 19.36 2.00 0.00 0.32 0.02 0.00

19.38 2.00 0.00 0.31 0.02 0.00 19.40 2.00 0.00 0.30 0.02 0.00

19.42 2.00 0.00 0.29 0.02 0.00 19.44 2.00 0.00 0.28 0.02 0.00

19.46 2.00 0.00 0.27 0.02 0.00 19.48 2.00 0.00 0.26 0.02 0.00

19.50 2.00 0.00 0.25 0.02 0.00 19.52 2.00 0.00 0.24 0.02 0.00

19.54 2.00 0.00 0.23 0.02 0.00 19.56 2.00 0.00 0.22 0.02 0.00

19.58 2.00 0.00 0.21 0.02 0.00 19.60 2.00 0.00 0.20 0.02 0.00

19.62 2.00 0.00 0.19 0.02 0.00 19.64 2.00 0.00 0.18 0.02 0.00

19.66 2.00 0.00 0.17 0.02 0.00 19.68 2.00 0.00 0.16 0.02 0.00

19.70 2.00 0.00 0.15 0.02 0.00 19.72 2.00 0.00 0.14 0.02 0.00

19.74 2.00 0.00 0.13 0.02 0.00 19.76 2.00 0.00 0.12 0.02 0.00

19.78 2.00 0.00 0.11 0.02 0.00 19.80 2.00 0.00 0.10 0.02 0.00

19.82 2.00 0.00 0.09 0.02 0.00 19.84 2.00 0.00 0.08 0.02 0.00

19.86 2.00 0.00 0.07 0.02 0.00 19.88 2.00 0.00 0.06 0.02 0.00

19.90 2.00 0.00 0.05 0.02 0.00 19.92 2.00 0.00 0.04 0.02 0.00

19.94 2.00 0.00 0.03 0.02 0.00 19.96 2.00 0.00 0.02 0.02 0.00

19.98 1.04 0.00 0.01 0.02 0.00 20.00 0.84 0.16 0.00 0.02 0.00

20.02 2.00 0.00 0.00 0.00 0.00 20.04 2.00 0.00 0.00 0.00 0.00

20.06 2.00 0.00 0.00 0.00 0.00 20.08 2.00 0.00 0.00 0.00 0.00

20.10 2.00 0.00 0.00 0.00 0.00 20.12 2.00 0.00 0.00 0.00 0.00

20.14 2.00 0.00 0.00 0.00 0.00 20.16 2.00 0.00 0.00 0.00 0.00

20.18 2.00 0.00 0.00 0.00 0.00 20.20 2.00 0.00 0.00 0.00 0.00

20.22 2.00 0.00 0.00 0.00 0.00 20.24 2.00 0.00 0.00 0.00 0.00

20.26 2.00 0.00 0.00 0.00 0.00 20.28 2.00 0.00 0.00 0.00 0.00

20.30 2.00 0.00 0.00 0.00 0.00 20.32 2.00 0.00 0.00 0.00 0.00

20.34 2.00 0.00 0.00 0.00 0.00 20.36 2.00 0.00 0.00 0.00 0.00

20.38 2.00 0.00 0.00 0.00 0.00 20.40 2.00 0.00 0.00 0.00 0.00

20.42 2.00 0.00 0.00 0.00 0.00 20.44 2.00 0.00 0.00 0.00 0.00

20.46 2.00 0.00 0.00 0.00 0.00 20.48 2.00 0.00 0.00 0.00 0.00

20.50 2.00 0.00 0.00 0.00 0.00 20.52 2.00 0.00 0.00 0.00 0.00

20.54 2.00 0.00 0.00 0.00 0.00 20.56 2.00 0.00 0.00 0.00 0.00

20.58 2.00 0.00 0.00 0.00 0.00 20.60 2.00 0.00 0.00 0.00 0.00

20.62 2.00 0.00 0.00 0.00 0.00 20.64 2.00 0.00 0.00 0.00 0.00

20.66 2.00 0.00 0.00 0.00 0.00 20.68 2.00 0.00 0.00 0.00 0.00

20.70 2.00 0.00 0.00 0.00 0.00 20.72 2.00 0.00 0.00 0.00 0.00

20.74 2.00 0.00 0.00 0.00 0.00 20.76 2.00 0.00 0.00 0.00 0.00

20.78 2.00 0.00 0.00 0.00 0.00 20.80 2.00 0.00 0.00 0.00 0.00

20.82 2.00 0.00 0.00 0.00 0.00 20.84 2.00 0.00 0.00 0.00 0.00

20.86 2.00 0.00 0.00 0.00 0.00 20.88 2.00 0.00 0.00 0.00 0.00

20.90 2.00 0.00 0.00 0.00 0.00 20.92 2.00 0.00 0.00 0.00 0.00

20.94 2.00 0.00 0.00 0.00 0.00 20.96 2.00 0.00 0.00 0.00 0.00

20.98 2.00 0.00 0.00 0.00 0.00 21.00 2.00 0.00 0.00 0.00 0.00

21.02 2.00 0.00 0.00 0.00 0.00 21.04 2.00 0.00 0.00 0.00 0.00

21.06 2.00 0.00 0.00 0.00 0.00 21.08 2.00 0.00 0.00 0.00 0.00

21.10 2.00 0.00 0.00 0.00 0.00 21.12 2.00 0.00 0.00 0.00 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 17Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

21.14 2.00 0.00 0.00 0.00 0.00 21.16 2.00 0.00 0.00 0.00 0.00

21.18 2.00 0.00 0.00 0.00 0.00 21.20 2.00 0.00 0.00 0.00 0.00

21.22 2.00 0.00 0.00 0.00 0.00 21.24 2.00 0.00 0.00 0.00 0.00

21.26 2.00 0.00 0.00 0.00 0.00 21.28 2.00 0.00 0.00 0.00 0.00

21.30 2.00 0.00 0.00 0.00 0.00 21.32 2.00 0.00 0.00 0.00 0.00

21.34 2.00 0.00 0.00 0.00 0.00 21.36 2.00 0.00 0.00 0.00 0.00

21.38 2.00 0.00 0.00 0.00 0.00 21.40 2.00 0.00 0.00 0.00 0.00

21.42 2.00 0.00 0.00 0.00 0.00 21.44 2.00 0.00 0.00 0.00 0.00

21.46 2.00 0.00 0.00 0.00 0.00 21.48 2.00 0.00 0.00 0.00 0.00

21.50 2.00 0.00 0.00 0.00 0.00 21.52 2.00 0.00 0.00 0.00 0.00

21.54 2.00 0.00 0.00 0.00 0.00 21.56 2.00 0.00 0.00 0.00 0.00

21.58 2.00 0.00 0.00 0.00 0.00 21.60 2.00 0.00 0.00 0.00 0.00

21.62 2.00 0.00 0.00 0.00 0.00 21.64 2.00 0.00 0.00 0.00 0.00

21.66 2.00 0.00 0.00 0.00 0.00 21.68 2.00 0.00 0.00 0.00 0.00

21.70 2.00 0.00 0.00 0.00 0.00 21.72 2.00 0.00 0.00 0.00 0.00

21.74 2.00 0.00 0.00 0.00 0.00 21.76 2.00 0.00 0.00 0.00 0.00

21.78 2.00 0.00 0.00 0.00 0.00 21.80 2.00 0.00 0.00 0.00 0.00

21.82 2.00 0.00 0.00 0.00 0.00 21.84 2.00 0.00 0.00 0.00 0.00

21.86 2.00 0.00 0.00 0.00 0.00 21.88 2.00 0.00 0.00 0.00 0.00

21.90 2.00 0.00 0.00 0.00 0.00 21.92 2.00 0.00 0.00 0.00 0.00

21.94 2.00 0.00 0.00 0.00 0.00 21.96 2.00 0.00 0.00 0.00 0.00

21.98 2.00 0.00 0.00 0.00 0.00 22.00 2.00 0.00 0.00 0.00 0.00

22.02 2.00 0.00 0.00 0.00 0.00 22.04 2.00 0.00 0.00 0.00 0.00

22.06 2.00 0.00 0.00 0.00 0.00 22.08 2.00 0.00 0.00 0.00 0.00

22.10 2.00 0.00 0.00 0.00 0.00 22.12 2.00 0.00 0.00 0.00 0.00

22.14 2.00 0.00 0.00 0.00 0.00 22.16 2.00 0.00 0.00 0.00 0.00

22.18 2.00 0.00 0.00 0.00 0.00 22.20 2.00 0.00 0.00 0.00 0.00

22.22 2.00 0.00 0.00 0.00 0.00 22.24 2.00 0.00 0.00 0.00 0.00

22.26 2.00 0.00 0.00 0.00 0.00 22.28 2.00 0.00 0.00 0.00 0.00

22.30 2.00 0.00 0.00 0.00 0.00 22.32 2.00 0.00 0.00 0.00 0.00

22.34 2.00 0.00 0.00 0.00 0.00 22.36 2.00 0.00 0.00 0.00 0.00

22.38 2.00 0.00 0.00 0.00 0.00 22.40 2.00 0.00 0.00 0.00 0.00

22.42 2.00 0.00 0.00 0.00 0.00 22.44 2.00 0.00 0.00 0.00 0.00

22.46 2.00 0.00 0.00 0.00 0.00 22.48 2.00 0.00 0.00 0.00 0.00

22.50 2.00 0.00 0.00 0.00 0.00 22.52 2.00 0.00 0.00 0.00 0.00

22.54 2.00 0.00 0.00 0.00 0.00 22.56 2.00 0.00 0.00 0.00 0.00

22.58 2.00 0.00 0.00 0.00 0.00 22.60 2.00 0.00 0.00 0.00 0.00

22.62 2.00 0.00 0.00 0.00 0.00 22.64 2.00 0.00 0.00 0.00 0.00

22.66 2.00 0.00 0.00 0.00 0.00 22.68 2.00 0.00 0.00 0.00 0.00

22.70 2.00 0.00 0.00 0.00 0.00 22.72 2.00 0.00 0.00 0.00 0.00

22.74 2.00 0.00 0.00 0.00 0.00 22.76 2.00 0.00 0.00 0.00 0.00

22.78 2.00 0.00 0.00 0.00 0.00 22.80 2.00 0.00 0.00 0.00 0.00

22.82 2.00 0.00 0.00 0.00 0.00 22.84 2.00 0.00 0.00 0.00 0.00

22.86 2.00 0.00 0.00 0.00 0.00 22.88 2.00 0.00 0.00 0.00 0.00

22.90 2.00 0.00 0.00 0.00 0.00 22.92 2.00 0.00 0.00 0.00 0.00

22.94 2.00 0.00 0.00 0.00 0.00 22.96 2.00 0.00 0.00 0.00 0.00

22.98 2.00 0.00 0.00 0.00 0.00 23.00 2.00 0.00 0.00 0.00 0.00

23.02 2.00 0.00 0.00 0.00 0.00 23.04 2.00 0.00 0.00 0.00 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 18Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

23.06 2.00 0.00 0.00 0.00 0.00 23.08 2.00 0.00 0.00 0.00 0.00

23.10 2.00 0.00 0.00 0.00 0.00 23.12 2.00 0.00 0.00 0.00 0.00

23.14 2.00 0.00 0.00 0.00 0.00 23.16 2.00 0.00 0.00 0.00 0.00

23.18 2.00 0.00 0.00 0.00 0.00 23.20 2.00 0.00 0.00 0.00 0.00

23.22 2.00 0.00 0.00 0.00 0.00 23.24 2.00 0.00 0.00 0.00 0.00

23.26 2.00 0.00 0.00 0.00 0.00 23.28 2.00 0.00 0.00 0.00 0.00

23.30 2.00 0.00 0.00 0.00 0.00 23.32 2.00 0.00 0.00 0.00 0.00

23.34 2.00 0.00 0.00 0.00 0.00 23.36 2.00 0.00 0.00 0.00 0.00

23.38 2.00 0.00 0.00 0.00 0.00 23.40 2.00 0.00 0.00 0.00 0.00

23.42 2.00 0.00 0.00 0.00 0.00 23.44 2.00 0.00 0.00 0.00 0.00

23.46 2.00 0.00 0.00 0.00 0.00 23.48 2.00 0.00 0.00 0.00 0.00

23.50 2.00 0.00 0.00 0.00 0.00 23.52 2.00 0.00 0.00 0.00 0.00

23.54 2.00 0.00 0.00 0.00 0.00 23.56 2.00 0.00 0.00 0.00 0.00

23.58 2.00 0.00 0.00 0.00 0.00 23.60 2.00 0.00 0.00 0.00 0.00

23.62 2.00 0.00 0.00 0.00 0.00 23.64 2.00 0.00 0.00 0.00 0.00

23.66 2.00 0.00 0.00 0.00 0.00 23.68 2.00 0.00 0.00 0.00 0.00

23.70 2.00 0.00 0.00 0.00 0.00 23.72 2.00 0.00 0.00 0.00 0.00

23.74 2.00 0.00 0.00 0.00 0.00 23.76 2.00 0.00 0.00 0.00 0.00

23.78 2.00 0.00 0.00 0.00 0.00 23.80 2.00 0.00 0.00 0.00 0.00

23.82 2.00 0.00 0.00 0.00 0.00 23.84 2.00 0.00 0.00 0.00 0.00

23.86 2.00 0.00 0.00 0.00 0.00 23.88 2.00 0.00 0.00 0.00 0.00

23.90 2.00 0.00 0.00 0.00 0.00 23.92 2.00 0.00 0.00 0.00 0.00

23.94 2.00 0.00 0.00 0.00 0.00 23.96 2.00 0.00 0.00 0.00 0.00

23.98 2.00 0.00 0.00 0.00 0.00 24.00 2.00 0.00 0.00 0.00 0.00

24.02 2.00 0.00 0.00 0.00 0.00 24.04 2.00 0.00 0.00 0.00 0.00

24.06 2.00 0.00 0.00 0.00 0.00 24.08 2.00 0.00 0.00 0.00 0.00

24.10 2.00 0.00 0.00 0.00 0.00 24.12 2.00 0.00 0.00 0.00 0.00

24.14 2.00 0.00 0.00 0.00 0.00 24.16 2.00 0.00 0.00 0.00 0.00

24.18 2.00 0.00 0.00 0.00 0.00 24.20 2.00 0.00 0.00 0.00 0.00

24.22 2.00 0.00 0.00 0.00 0.00 24.24 2.00 0.00 0.00 0.00 0.00

24.26 2.00 0.00 0.00 0.00 0.00 24.28 2.00 0.00 0.00 0.00 0.00

24.30 2.00 0.00 0.00 0.00 0.00 24.32 2.00 0.00 0.00 0.00 0.00

24.34 2.00 0.00 0.00 0.00 0.00 24.36 2.00 0.00 0.00 0.00 0.00

24.38 2.00 0.00 0.00 0.00 0.00 24.40 2.00 0.00 0.00 0.00 0.00

24.42 2.00 0.00 0.00 0.00 0.00 24.44 2.00 0.00 0.00 0.00 0.00

24.46 2.00 0.00 0.00 0.00 0.00 24.48 2.00 0.00 0.00 0.00 0.00

24.50 2.00 0.00 0.00 0.00 0.00 24.52 2.00 0.00 0.00 0.00 0.00

24.54 2.00 0.00 0.00 0.00 0.00 24.56 2.00 0.00 0.00 0.00 0.00

24.58 2.00 0.00 0.00 0.00 0.00 24.60 2.00 0.00 0.00 0.00 0.00

24.62 2.00 0.00 0.00 0.00 0.00 24.64 2.00 0.00 0.00 0.00 0.00

24.66 2.00 0.00 0.00 0.00 0.00 24.68 2.00 0.00 0.00 0.00 0.00

24.70 2.00 0.00 0.00 0.00 0.00 24.72 2.00 0.00 0.00 0.00 0.00

24.74 2.00 0.00 0.00 0.00 0.00 24.76 2.00 0.00 0.00 0.00 0.00

24.78 2.00 0.00 0.00 0.00 0.00 24.80 2.00 0.00 0.00 0.00 0.00

24.82 2.00 0.00 0.00 0.00 0.00 24.84 2.00 0.00 0.00 0.00 0.00

24.86 2.00 0.00 0.00 0.00 0.00 24.88 2.00 0.00 0.00 0.00 0.00

24.90 2.00 0.00 0.00 0.00 0.00 24.92 2.00 0.00 0.00 0.00 0.00

24.94 2.00 0.00 0.00 0.00 0.00 24.96 2.00 0.00 0.00 0.00 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 19Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

24.98 2.00 0.00 0.00 0.00 0.00 25.00 2.00 0.00 0.00 0.00 0.00

25.02 2.00 0.00 0.00 0.00 0.00 25.04 2.00 0.00 0.00 0.00 0.00

25.06 2.00 0.00 0.00 0.00 0.00 25.08 2.00 0.00 0.00 0.00 0.00

25.10 2.00 0.00 0.00 0.00 0.00 25.12 2.00 0.00 0.00 0.00 0.00

25.14 2.00 0.00 0.00 0.00 0.00 25.16 2.00 0.00 0.00 0.00 0.00

25.18 2.00 0.00 0.00 0.00 0.00 25.20 2.00 0.00 0.00 0.00 0.00

25.22 2.00 0.00 0.00 0.00 0.00 25.24 2.00 0.00 0.00 0.00 0.00

25.26 2.00 0.00 0.00 0.00 0.00 25.28 2.00 0.00 0.00 0.00 0.00

25.30 2.00 0.00 0.00 0.00 0.00 25.32 2.00 0.00 0.00 0.00 0.00

25.34 2.00 0.00 0.00 0.00 0.00 25.36 2.00 0.00 0.00 0.00 0.00

25.38 2.00 0.00 0.00 0.00 0.00 25.40 2.00 0.00 0.00 0.00 0.00

25.42 2.00 0.00 0.00 0.00 0.00 25.44 2.00 0.00 0.00 0.00 0.00

25.46 2.00 0.00 0.00 0.00 0.00 25.48 2.00 0.00 0.00 0.00 0.00

25.50 2.00 0.00 0.00 0.00 0.00 25.52 2.00 0.00 0.00 0.00 0.00

25.54 2.00 0.00 0.00 0.00 0.00 25.56 2.00 0.00 0.00 0.00 0.00

25.58 2.00 0.00 0.00 0.00 0.00 25.60 2.00 0.00 0.00 0.00 0.00

25.62 2.00 0.00 0.00 0.00 0.00 25.64 2.00 0.00 0.00 0.00 0.00

25.66 2.00 0.00 0.00 0.00 0.00 25.68 2.00 0.00 0.00 0.00 0.00

25.70 2.00 0.00 0.00 0.00 0.00 25.72 2.00 0.00 0.00 0.00 0.00

25.74 2.00 0.00 0.00 0.00 0.00 25.76 2.00 0.00 0.00 0.00 0.00

25.78 2.00 0.00 0.00 0.00 0.00 25.80 2.00 0.00 0.00 0.00 0.00

25.82 2.00 0.00 0.00 0.00 0.00 25.84 2.00 0.00 0.00 0.00 0.00

25.86 2.00 0.00 0.00 0.00 0.00 25.88 2.00 0.00 0.00 0.00 0.00

25.90 2.00 0.00 0.00 0.00 0.00 25.92 2.00 0.00 0.00 0.00 0.00

25.94 2.00 0.00 0.00 0.00 0.00 25.96 2.00 0.00 0.00 0.00 0.00

25.98 2.00 0.00 0.00 0.00 0.00 26.00 2.00 0.00 0.00 0.00 0.00

26.02 2.00 0.00 0.00 0.00 0.00 26.04 2.00 0.00 0.00 0.00 0.00

26.06 2.00 0.00 0.00 0.00 0.00 26.08 2.00 0.00 0.00 0.00 0.00

26.10 2.00 0.00 0.00 0.00 0.00 26.12 2.00 0.00 0.00 0.00 0.00

26.14 2.00 0.00 0.00 0.00 0.00 26.16 2.00 0.00 0.00 0.00 0.00

26.18 2.00 0.00 0.00 0.00 0.00 26.20 2.00 0.00 0.00 0.00 0.00

26.22 2.00 0.00 0.00 0.00 0.00 26.24 2.00 0.00 0.00 0.00 0.00

26.26 2.00 0.00 0.00 0.00 0.00 26.28 2.00 0.00 0.00 0.00 0.00

26.30 2.00 0.00 0.00 0.00 0.00 26.32 2.00 0.00 0.00 0.00 0.00

26.34 2.00 0.00 0.00 0.00 0.00 26.36 2.00 0.00 0.00 0.00 0.00

26.38 2.00 0.00 0.00 0.00 0.00 26.40 2.00 0.00 0.00 0.00 0.00

26.42 2.00 0.00 0.00 0.00 0.00 26.44 2.00 0.00 0.00 0.00 0.00

26.46 2.00 0.00 0.00 0.00 0.00 26.48 2.00 0.00 0.00 0.00 0.00

26.50 2.00 0.00 0.00 0.00 0.00 26.52 2.00 0.00 0.00 0.00 0.00

26.54 2.00 0.00 0.00 0.00 0.00 26.56 2.00 0.00 0.00 0.00 0.00

26.58 2.00 0.00 0.00 0.00 0.00 26.60 2.00 0.00 0.00 0.00 0.00

26.62 2.00 0.00 0.00 0.00 0.00 26.64 2.00 0.00 0.00 0.00 0.00

26.66 2.00 0.00 0.00 0.00 0.00 26.68 2.00 0.00 0.00 0.00 0.00

26.70 2.00 0.00 0.00 0.00 0.00 26.72 2.00 0.00 0.00 0.00 0.00

26.74 2.00 0.00 0.00 0.00 0.00 26.76 2.00 0.00 0.00 0.00 0.00

26.78 2.00 0.00 0.00 0.00 0.00 26.80 2.00 0.00 0.00 0.00 0.00

26.82 2.00 0.00 0.00 0.00 0.00 26.84 2.00 0.00 0.00 0.00 0.00

26.86 2.00 0.00 0.00 0.00 0.00 26.88 2.00 0.00 0.00 0.00 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 20Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

26.90 2.00 0.00 0.00 0.00 0.00 26.92 2.00 0.00 0.00 0.00 0.00

26.94 2.00 0.00 0.00 0.00 0.00 26.96 2.00 0.00 0.00 0.00 0.00

26.98 2.00 0.00 0.00 0.00 0.00 27.00 2.00 0.00 0.00 0.00 0.00

27.02 2.00 0.00 0.00 0.00 0.00 27.04 2.00 0.00 0.00 0.00 0.00

27.06 2.00 0.00 0.00 0.00 0.00 27.08 2.00 0.00 0.00 0.00 0.00

27.10 2.00 0.00 0.00 0.00 0.00 27.12 2.00 0.00 0.00 0.00 0.00

27.14 2.00 0.00 0.00 0.00 0.00 27.16 2.00 0.00 0.00 0.00 0.00

27.18 2.00 0.00 0.00 0.00 0.00 27.20 2.00 0.00 0.00 0.00 0.00

27.22 2.00 0.00 0.00 0.00 0.00 27.24 2.00 0.00 0.00 0.00 0.00

27.26 2.00 0.00 0.00 0.00 0.00 27.28 2.00 0.00 0.00 0.00 0.00

27.30 2.00 0.00 0.00 0.00 0.00 27.32 2.00 0.00 0.00 0.00 0.00

27.34 2.00 0.00 0.00 0.00 0.00 27.36 2.00 0.00 0.00 0.00 0.00

27.38 2.00 0.00 0.00 0.00 0.00 27.40 2.00 0.00 0.00 0.00 0.00

27.42 2.00 0.00 0.00 0.00 0.00 27.44 2.00 0.00 0.00 0.00 0.00

27.46 2.00 0.00 0.00 0.00 0.00 27.48 2.00 0.00 0.00 0.00 0.00

27.50 2.00 0.00 0.00 0.00 0.00 27.52 2.00 0.00 0.00 0.00 0.00

27.54 2.00 0.00 0.00 0.00 0.00 27.56 2.00 0.00 0.00 0.00 0.00

27.58 2.00 0.00 0.00 0.00 0.00 27.60 2.00 0.00 0.00 0.00 0.00

27.62 2.00 0.00 0.00 0.00 0.00 27.64 2.00 0.00 0.00 0.00 0.00

27.66 2.00 0.00 0.00 0.00 0.00 27.68 2.00 0.00 0.00 0.00 0.00

27.70 2.00 0.00 0.00 0.00 0.00 27.72 2.00 0.00 0.00 0.00 0.00

27.74 2.00 0.00 0.00 0.00 0.00 27.76 2.00 0.00 0.00 0.00 0.00

27.78 2.00 0.00 0.00 0.00 0.00 27.80 2.00 0.00 0.00 0.00 0.00

27.82 2.00 0.00 0.00 0.00 0.00 27.84 2.00 0.00 0.00 0.00 0.00

27.86 2.00 0.00 0.00 0.00 0.00 27.88 2.00 0.00 0.00 0.00 0.00

27.90 2.00 0.00 0.00 0.00 0.00 27.92 2.00 0.00 0.00 0.00 0.00

27.94 2.00 0.00 0.00 0.00 0.00 27.96 2.00 0.00 0.00 0.00 0.00

27.98 2.00 0.00 0.00 0.00 0.00 28.00 2.00 0.00 0.00 0.00 0.00

28.02 2.00 0.00 0.00 0.00 0.00 28.04 2.00 0.00 0.00 0.00 0.00

28.06 2.00 0.00 0.00 0.00 0.00 28.08 2.00 0.00 0.00 0.00 0.00

28.10 2.00 0.00 0.00 0.00 0.00 28.12 2.00 0.00 0.00 0.00 0.00

28.14 2.00 0.00 0.00 0.00 0.00 28.16 2.00 0.00 0.00 0.00 0.00

28.18 2.00 0.00 0.00 0.00 0.00 28.20 2.00 0.00 0.00 0.00 0.00

28.22 2.00 0.00 0.00 0.00 0.00 28.24 2.00 0.00 0.00 0.00 0.00

28.26 2.00 0.00 0.00 0.00 0.00 28.28 2.00 0.00 0.00 0.00 0.00

28.30 2.00 0.00 0.00 0.00 0.00 28.32 2.00 0.00 0.00 0.00 0.00

28.34 2.00 0.00 0.00 0.00 0.00 28.36 2.00 0.00 0.00 0.00 0.00

28.38 2.00 0.00 0.00 0.00 0.00 28.40 2.00 0.00 0.00 0.00 0.00

28.42 2.00 0.00 0.00 0.00 0.00 28.44 2.00 0.00 0.00 0.00 0.00

28.46 2.00 0.00 0.00 0.00 0.00 28.48 2.00 0.00 0.00 0.00 0.00

28.50 2.00 0.00 0.00 0.00 0.00 28.52 2.00 0.00 0.00 0.00 0.00

28.54 2.00 0.00 0.00 0.00 0.00 28.56 2.00 0.00 0.00 0.00 0.00

28.58 2.00 0.00 0.00 0.00 0.00 28.60 2.00 0.00 0.00 0.00 0.00

28.62 2.00 0.00 0.00 0.00 0.00 28.64 2.00 0.00 0.00 0.00 0.00

28.66 2.00 0.00 0.00 0.00 0.00 28.68 2.00 0.00 0.00 0.00 0.00

28.70 2.00 0.00 0.00 0.00 0.00 28.72 2.00 0.00 0.00 0.00 0.00

28.74 2.00 0.00 0.00 0.00 0.00 28.76 2.00 0.00 0.00 0.00 0.00

28.78 2.00 0.00 0.00 0.00 0.00 28.80 2.00 0.00 0.00 0.00 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 21Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

28.82 2.00 0.00 0.00 0.00 0.00 28.84 2.00 0.00 0.00 0.00 0.00

28.86 2.00 0.00 0.00 0.00 0.00 28.88 2.00 0.00 0.00 0.00 0.00

28.90 2.00 0.00 0.00 0.00 0.00 28.92 2.00 0.00 0.00 0.00 0.00

28.94 2.00 0.00 0.00 0.00 0.00 28.96 2.00 0.00 0.00 0.00 0.00

28.98 2.00 0.00 0.00 0.00 0.00 29.00 2.00 0.00 0.00 0.00 0.00

29.02 2.00 0.00 0.00 0.00 0.00 29.04 2.00 0.00 0.00 0.00 0.00

29.06 2.00 0.00 0.00 0.00 0.00 29.08 2.00 0.00 0.00 0.00 0.00

29.10 2.00 0.00 0.00 0.00 0.00 29.12 2.00 0.00 0.00 0.00 0.00

29.14 2.00 0.00 0.00 0.00 0.00 29.16 2.00 0.00 0.00 0.00 0.00

29.18 2.00 0.00 0.00 0.00 0.00 29.20 2.00 0.00 0.00 0.00 0.00

29.22 2.00 0.00 0.00 0.00 0.00 29.24 2.00 0.00 0.00 0.00 0.00

29.26 2.00 0.00 0.00 0.00 0.00 29.28 2.00 0.00 0.00 0.00 0.00

29.30 2.00 0.00 0.00 0.00 0.00 29.32 2.00 0.00 0.00 0.00 0.00

29.34 2.00 0.00 0.00 0.00 0.00 29.36 2.00 0.00 0.00 0.00 0.00

29.38 2.00 0.00 0.00 0.00 0.00 29.40 2.00 0.00 0.00 0.00 0.00

29.42 2.00 0.00 0.00 0.00 0.00 29.44 2.00 0.00 0.00 0.00 0.00

29.46 2.00 0.00 0.00 0.00 0.00 29.48 2.00 0.00 0.00 0.00 0.00

29.50 2.00 0.00 0.00 0.00 0.00 29.52 2.00 0.00 0.00 0.00 0.00

29.54 2.00 0.00 0.00 0.00 0.00 29.56 2.00 0.00 0.00 0.00 0.00

29.58 2.00 0.00 0.00 0.00 0.00 29.60 2.00 0.00 0.00 0.00 0.00

29.62 2.00 0.00 0.00 0.00 0.00 29.64 2.00 0.00 0.00 0.00 0.00

29.66 2.00 0.00 0.00 0.00 0.00 29.68 2.00 0.00 0.00 0.00 0.00

29.70 2.00 0.00 0.00 0.00 0.00 29.72 2.00 0.00 0.00 0.00 0.00

29.74 2.00 0.00 0.00 0.00 0.00 29.76 2.00 0.00 0.00 0.00 0.00

29.78 2.00 0.00 0.00 0.00 0.00 29.80 2.00 0.00 0.00 0.00 0.00

29.82 2.00 0.00 0.00 0.00 0.00 29.84 2.00 0.00 0.00 0.00 0.00

29.86 2.00 0.00 0.00 0.00 0.00 29.88 2.00 0.00 0.00 0.00 0.00

29.90 2.00 0.00 0.00 0.00 0.00 29.92 2.00 0.00 0.00 0.00 0.00

29.94 2.00 0.00 0.00 0.00 0.00 29.96 2.00 0.00 0.00 0.00 0.00

29.98 2.00 0.00 0.00 0.00 0.00 30.00 2.00 0.00 0.00 0.00 0.00

30.02 2.00 0.00 0.00 0.00 0.00 30.04 2.00 0.00 0.00 0.00 0.00

30.06 2.00 0.00 0.00 0.00 0.00 30.08 2.00 0.00 0.00 0.00 0.00

30.10 2.00 0.00 0.00 0.00 0.00 30.12 2.00 0.00 0.00 0.00 0.00

30.14 2.00 0.00 0.00 0.00 0.00 30.16 2.00 0.00 0.00 0.00 0.00

30.18 2.00 0.00 0.00 0.00 0.00 30.20 2.00 0.00 0.00 0.00 0.00

30.22 2.00 0.00 0.00 0.00 0.00 30.24 2.00 0.00 0.00 0.00 0.00

30.26 2.00 0.00 0.00 0.00 0.00 30.28 2.00 0.00 0.00 0.00 0.00

30.30 2.00 0.00 0.00 0.00 0.00 30.32 2.00 0.00 0.00 0.00 0.00

30.34 2.00 0.00 0.00 0.00 0.00 30.36 2.00 0.00 0.00 0.00 0.00

30.38 2.00 0.00 0.00 0.00 0.00 30.40 2.00 0.00 0.00 0.00 0.00

30.42 2.00 0.00 0.00 0.00 0.00 30.44 2.00 0.00 0.00 0.00 0.00

30.46 2.00 0.00 0.00 0.00 0.00 30.48 2.00 0.00 0.00 0.00 0.00

30.50 2.00 0.00 0.00 0.00 0.00 30.52 2.00 0.00 0.00 0.00 0.00

30.54 2.00 0.00 0.00 0.00 0.00 30.56 2.00 0.00 0.00 0.00 0.00

30.58 2.00 0.00 0.00 0.00 0.00 30.60 2.00 0.00 0.00 0.00 0.00

30.62 2.00 0.00 0.00 0.00 0.00 30.64 2.00 0.00 0.00 0.00 0.00

30.66 2.00 0.00 0.00 0.00 0.00 30.68 2.00 0.00 0.00 0.00 0.00

30.70 2.00 0.00 0.00 0.00 0.00 30.72 2.00 0.00 0.00 0.00 0.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 22Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Liquefaction Potential Index calculation data :: (continued)

Depth(m)

FLFS LPIwz dz Depth(m)

FLFS LPIwz dz

30.74 2.00 0.00 0.00 0.00 0.00 30.76 2.00 0.00 0.00 0.00 0.00

30.78 2.00 0.00 0.00 0.00 0.00 30.80 2.00 0.00 0.00 0.00 0.00

30.82 2.00 0.00 0.00 0.00 0.00 30.84 2.00 0.00 0.00 0.00 0.00

30.86 2.00 0.00 0.00 0.00 0.00 30.88 2.00 0.00 0.00 0.00 0.00

30.90 2.00 0.00 0.00 0.00 0.00 30.92 2.00 0.00 0.00 0.00 0.00

30.94 2.00 0.00 0.00 0.00 0.00 30.96 2.00 0.00 0.00 0.00 0.00

30.98 2.00 0.00 0.00 0.00 0.00 31.00 2.00 0.00 0.00 0.00 0.00

31.02 2.00 0.00 0.00 0.00 0.00 31.04 2.00 0.00 0.00 0.00 0.00

31.06 2.00 0.00 0.00 0.00 0.00 31.08 2.00 0.00 0.00 0.00 0.00

31.10 2.00 0.00 0.00 0.00 0.00 31.12 2.00 0.00 0.00 0.00 0.00

31.14 2.00 0.00 0.00 0.00 0.00 31.16 2.00 0.00 0.00 0.00 0.00

31.18 2.00 0.00 0.00 0.00 0.00 31.20 2.00 0.00 0.00 0.00 0.00

31.22 2.00 0.00 0.00 0.00 0.00 31.24 2.00 0.00 0.00 0.00 0.00

31.26 2.00 0.00 0.00 0.00 0.00 31.28 2.00 0.00 0.00 0.00 0.00

31.30 2.00 0.00 0.00 0.00 0.00 31.32 2.00 0.00 0.00 0.00 0.00

31.34 2.00 0.00 0.00 0.00 0.00 31.36 2.00 0.00 0.00 0.00 0.00

31.38 2.00 0.00 0.00 0.00 0.00 31.40 2.00 0.00 0.00 0.00 0.00

31.42 2.00 0.00 0.00 0.00 0.00 31.44 2.00 0.00 0.00 0.00 0.00

31.46 2.00 0.00 0.00 0.00 0.00 31.48 2.00 0.00 0.00 0.00 0.00

31.50 2.00 0.00 0.00 0.00 0.00

Abbreviations

Over all l iquefaction potential: 0.28

LPI = 0.00 - Liquefaction risk very lowLPI between 0.00 and 5.00 - Liquefaction risk lowLPI between 5.00 and 15.00 - Liquefaction risk highLPI > 15.00 - Liquefaction risk very high

FS:FL:wz:dz:LPI:

Calculated factor of safety for test point1 - FSFunction value of the extend of soil liquefaction according to depthLayer thickness (m)Liquefaction potential index value for test point

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 23Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

Cone resistance

qt (MPa)12108642

Dep

th (

m)

31

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Cone resistance SBTn Plot

Ic (Robertson 1990)4321

Dep

th (

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SBTn Plot FS Plot

Factor of safety21.510.50

Dep

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FS Plot

During earthq.

Vertical settlements

Settlement (cm)6543210

Dep

th (

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Vertical settlements

E s t i m a t i o n o f p o s t - e a r t h q u a k e s e t t l e m e n t s

Strain plot

Volumentric strain (%)6543210

Dep

th (

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Strain plot

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 24Project file:

Abbreviationsqt:Ic:FS:Volumentric strain:

Total cone resistance (cone resistance qc corrected for pore water effects)Soil Behaviour Type IndexCalculated Factor of Safety against liquefactionPost-liquefaction volumentric strain

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction ::

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

0.80 49.02 2.00 0.00 0.001.00 0.82 44.48 1.63 0.00 0.001.00

0.84 57.34 1.80 0.00 0.001.00 0.86 55.76 1.75 0.00 0.001.00

0.88 54.91 1.72 0.00 0.001.00 0.90 54.81 1.69 0.00 0.001.00

0.92 54.68 1.67 0.00 0.001.00 0.94 37.49 1.41 0.00 0.001.00

0.96 38.96 1.41 0.00 0.001.00 0.98 41.67 1.43 0.00 0.001.00

1.00 46.94 1.49 0.00 0.001.00 1.02 53.45 1.56 0.00 0.001.00

1.04 60.19 1.64 0.00 0.001.00 1.06 65.17 1.71 0.00 0.001.00

1.08 68.17 1.76 0.00 0.001.00 1.10 69.19 1.76 0.00 0.001.00

1.12 68.56 1.73 0.00 0.001.00 1.14 66.63 1.68 0.00 0.001.00

1.16 63.62 1.61 0.00 0.001.00 1.18 59.70 1.53 0.00 0.001.00

1.20 55.50 1.46 0.00 0.001.00 1.22 51.07 1.39 0.00 0.001.00

1.24 45.85 1.32 0.50 0.011.00 1.26 57.49 1.45 0.00 0.001.00

1.28 54.94 1.40 0.00 0.001.00 1.30 53.62 1.38 0.00 0.001.00

1.32 54.44 1.38 0.00 0.001.00 1.34 57.82 2.00 0.00 0.001.00

1.36 61.64 2.00 0.00 0.001.00 1.38 63.68 2.00 0.00 0.001.00

1.40 63.18 2.00 0.00 0.001.00 1.42 60.33 1.41 0.00 0.001.00

1.44 55.93 1.34 0.44 0.011.00 1.46 51.74 1.28 0.46 0.011.00

1.48 46.91 1.22 0.68 0.011.00 1.50 41.56 1.16 0.74 0.011.00

1.52 36.92 2.00 0.00 0.001.00 1.54 36.11 2.00 0.00 0.001.00

1.56 40.77 2.00 0.00 0.001.00 1.58 44.10 2.00 0.00 0.001.00

1.60 43.21 1.14 0.95 0.021.00 1.62 22.08 0.90 5.80 0.121.00

1.64 30.01 0.98 2.48 0.051.00 1.66 37.37 1.06 1.05 0.021.00

1.68 44.62 1.13 0.93 0.021.00 1.70 52.27 1.20 0.63 0.011.00

1.72 60.20 1.29 0.41 0.011.00 1.74 67.84 1.39 0.00 0.001.00

1.76 74.36 1.50 0.00 0.001.00 1.78 79.06 1.59 0.00 0.001.00

1.80 83.08 1.68 0.00 0.001.00 1.82 86.59 1.76 0.00 0.001.00

1.84 89.70 1.84 0.00 0.001.00 1.86 91.73 1.89 0.00 0.001.00

1.88 92.97 1.92 0.00 0.001.00 1.90 93.25 1.92 0.00 0.001.00

1.92 94.82 1.96 0.00 0.001.00 1.94 96.51 2.00 0.00 0.001.00

1.96 98.55 2.00 0.00 0.001.00 1.98 98.99 2.00 0.00 0.001.00

2.00 98.41 2.00 0.00 0.001.00 2.02 97.95 2.00 0.00 0.001.00

2.04 97.65 2.00 0.00 0.001.00 2.06 99.18 2.00 0.00 0.001.00

2.08 102.06 2.00 0.00 0.001.00 2.10 105.29 2.00 0.00 0.001.00

2.12 106.48 2.00 0.00 0.001.00 2.14 104.77 2.00 0.00 0.001.00

2.16 100.23 2.00 0.00 0.001.00 2.18 94.04 1.86 0.00 0.001.00

2.20 87.01 1.66 0.00 0.001.00 2.22 91.23 1.77 0.00 0.001.00

2.24 89.71 1.72 0.00 0.001.00 2.26 89.91 1.72 0.00 0.001.00

2.28 90.31 1.73 0.00 0.001.00 2.30 83.13 1.55 0.00 0.001.00

2.32 85.78 1.61 0.00 0.001.00 2.34 87.54 1.64 0.00 0.001.00

2.36 87.19 1.63 0.00 0.001.00 2.38 85.94 1.60 0.00 0.001.00

2.40 85.20 1.58 0.00 0.001.00 2.42 84.29 1.55 0.00 0.001.00

2.44 82.52 1.51 0.00 0.001.00 2.46 80.25 1.46 0.00 0.001.00

2.48 78.32 1.42 0.00 0.001.00 2.50 77.41 1.40 0.00 0.001.00

2.52 77.51 1.39 0.00 0.001.00 2.54 77.85 1.40 0.00 0.001.00

2.56 77.50 1.39 0.00 0.001.00 2.58 76.31 1.36 0.00 0.001.00

2.60 74.89 1.34 0.35 0.011.00 2.62 74.71 1.33 0.36 0.011.00

2.64 75.50 1.34 0.35 0.011.00 2.66 76.86 1.36 0.00 0.001.00

2.68 77.48 1.37 0.00 0.001.00 2.70 77.64 1.37 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 25Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

2.72 77.98 1.38 0.00 0.001.00 2.74 78.42 1.38 0.00 0.001.00

2.76 78.47 1.38 0.00 0.001.00 2.78 77.45 1.36 0.00 0.001.00

2.80 75.91 1.33 0.35 0.011.00 2.82 74.49 1.30 0.36 0.011.00

2.84 74.43 1.30 0.36 0.011.00 2.86 74.82 1.30 0.36 0.011.00

2.88 75.66 1.31 0.35 0.011.00 2.90 75.60 1.31 0.35 0.011.00

2.92 74.80 1.29 0.36 0.011.00 2.94 72.87 1.26 0.36 0.011.00

2.96 70.26 1.22 0.52 0.011.00 2.98 67.53 1.18 0.53 0.011.00

3.00 64.52 1.13 0.73 0.011.00 3.02 61.46 1.10 0.76 0.021.00

3.04 59.07 1.07 0.78 0.021.00 3.06 58.55 1.06 0.78 0.021.00

3.08 60.53 1.08 0.76 0.021.00 3.10 64.67 1.13 0.73 0.011.00

3.12 68.97 1.18 0.52 0.011.00 3.14 71.23 1.21 0.51 0.011.00

3.16 71.12 1.21 0.51 0.011.00 3.18 68.78 1.17 0.52 0.011.00

3.20 65.32 1.13 0.73 0.011.00 3.22 60.55 1.07 0.76 0.021.00

3.24 56.29 1.02 1.51 0.031.00 3.26 54.14 1.00 1.56 0.031.00

3.28 54.47 1.00 1.55 0.031.00 3.30 58.15 1.04 1.46 0.031.00

3.32 62.45 1.08 0.75 0.011.00 3.34 66.13 1.12 0.72 0.011.00

3.36 67.20 1.14 0.71 0.011.00 3.38 66.97 1.13 0.72 0.011.00

3.40 66.23 1.12 0.72 0.011.00 3.42 64.81 1.10 0.73 0.011.00

3.44 63.44 1.08 0.74 0.011.00 3.46 62.24 1.07 0.75 0.021.00

3.48 61.95 1.06 0.75 0.021.00 3.50 61.21 1.05 0.76 0.021.00

3.52 60.24 1.04 1.42 0.031.00 3.54 59.05 1.03 1.44 0.031.00

3.56 59.16 1.03 1.44 0.031.00 3.58 62.44 1.06 0.75 0.011.00

3.60 68.33 1.13 0.71 0.011.00 3.62 74.39 1.22 0.50 0.011.00

3.64 77.96 1.28 0.34 0.011.00 3.66 78.92 1.30 0.34 0.011.00

3.68 78.80 1.29 0.34 0.011.00 3.70 78.28 1.28 0.34 0.011.00

3.72 78.05 1.28 0.34 0.011.00 3.74 78.67 1.29 0.34 0.011.00

3.76 80.87 1.32 0.34 0.011.00 3.78 84.10 1.39 0.00 0.001.00

3.80 86.70 1.44 0.00 0.001.00 3.82 87.38 1.45 0.00 0.001.00

3.84 85.90 1.42 0.00 0.001.00 3.86 83.35 1.37 0.00 0.001.00

3.88 81.13 1.32 0.34 0.011.00 3.90 80.56 1.31 0.34 0.011.00

3.92 81.23 1.32 0.33 0.011.00 3.94 81.45 1.32 0.33 0.011.00

3.96 79.97 1.30 0.34 0.011.00 3.98 77.14 1.25 0.48 0.011.00

4.00 73.84 1.19 0.50 0.011.00 4.02 69.53 1.13 0.70 0.011.00

4.04 75.62 1.22 0.49 0.011.00 4.06 70.28 1.14 0.69 0.011.00

4.08 66.35 1.08 0.72 0.011.00 4.10 63.72 1.05 0.74 0.011.00

4.12 61.48 1.03 1.39 0.031.00 4.14 59.16 1.00 1.44 0.031.00

4.16 56.83 0.98 1.49 0.031.00 4.18 54.53 2.00 0.00 0.001.00

4.20 53.17 2.00 0.00 0.001.00 4.22 52.79 2.00 0.00 0.001.00

4.24 51.63 0.93 4.02 0.081.00 4.26 53.63 0.95 3.89 0.081.00

4.28 43.45 0.86 4.63 0.091.00 4.30 51.38 0.93 4.03 0.081.00

4.32 57.04 0.97 1.49 0.031.00 4.34 62.02 1.02 1.38 0.031.00

4.36 68.25 1.09 0.71 0.011.00 4.38 75.34 1.19 0.49 0.011.00

4.40 82.74 1.32 0.33 0.011.00 4.42 88.26 1.43 0.00 0.001.00

4.44 91.83 1.51 0.00 0.001.00 4.46 92.68 1.53 0.00 0.001.00

4.48 91.49 1.50 0.00 0.001.00 4.50 90.60 1.48 0.00 0.001.00

4.52 90.97 1.49 0.00 0.001.00 4.54 91.81 1.51 0.00 0.001.00

4.56 92.34 1.52 0.00 0.001.00 4.58 92.87 1.53 0.00 0.001.00

4.60 93.85 1.55 0.00 0.001.00 4.62 94.55 1.57 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 26Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

4.64 93.79 1.55 0.00 0.001.00 4.66 91.33 1.49 0.00 0.001.00

4.68 87.72 1.41 0.00 0.001.00 4.70 83.56 1.33 0.33 0.011.00

4.72 80.58 1.27 0.34 0.011.00 4.74 88.54 1.43 0.00 0.001.00

4.76 86.74 1.39 0.00 0.001.00 4.78 83.02 1.31 0.33 0.011.00

4.80 77.74 1.22 0.48 0.011.00 4.82 72.43 1.14 0.68 0.011.00

4.84 68.01 1.08 0.71 0.011.00 4.86 65.10 1.04 1.32 0.031.00

4.88 62.98 1.01 1.36 0.031.00 4.90 61.47 1.00 1.39 0.031.00

4.92 60.51 0.99 1.41 0.031.00 4.94 60.46 0.99 1.41 0.031.00

4.96 62.55 1.01 1.37 0.031.00 4.98 54.56 0.93 3.84 0.081.00

5.00 61.69 1.00 1.38 0.031.00 5.02 67.35 1.06 0.71 0.011.00

5.04 71.56 1.12 0.69 0.011.00 5.06 74.89 1.16 0.49 0.011.00

5.08 77.79 1.21 0.48 0.011.00 5.10 80.89 1.26 0.34 0.011.00

5.12 83.23 1.30 0.33 0.011.00 5.14 85.30 1.34 0.32 0.011.00

5.16 86.16 1.36 0.00 0.001.00 5.18 86.20 1.36 0.00 0.001.00

5.20 85.00 1.34 0.32 0.011.00 5.22 83.52 1.31 0.33 0.011.00

5.24 83.51 1.31 0.33 0.011.00 5.26 83.36 1.30 0.33 0.011.00

5.28 85.43 1.34 0.32 0.011.00 5.30 87.39 1.38 0.00 0.001.00

5.32 90.12 1.44 0.00 0.001.00 5.34 90.62 1.45 0.00 0.001.00

5.36 90.94 1.46 0.00 0.001.00 5.38 90.95 1.46 0.00 0.001.00

5.40 90.66 1.45 0.00 0.001.00 5.42 89.67 1.43 0.00 0.001.00

5.44 89.35 1.42 0.00 0.001.00 5.46 90.79 1.45 0.00 0.001.00

5.48 94.66 1.54 0.00 0.001.00 5.50 99.30 1.66 0.00 0.001.00

5.52 102.15 1.74 0.00 0.001.00 5.54 101.70 1.72 0.00 0.001.00

5.56 99.39 1.66 0.00 0.001.00 5.58 96.73 1.59 0.00 0.001.00

5.60 94.93 1.55 0.00 0.001.00 5.62 94.74 1.54 0.00 0.001.00

5.64 96.99 1.60 0.00 0.001.00 5.66 99.55 1.66 0.00 0.001.00

5.68 99.66 1.67 0.00 0.001.00 5.70 96.02 1.57 0.00 0.001.00

5.72 89.80 1.43 0.00 0.001.00 5.74 83.36 1.29 0.33 0.011.00

5.76 89.26 1.41 0.00 0.001.00 5.78 87.86 1.38 0.00 0.001.00

5.80 87.24 1.37 0.00 0.001.00 5.82 87.59 1.38 0.00 0.001.00

5.84 80.48 1.24 0.47 0.011.00 5.86 84.13 1.31 0.33 0.011.00

5.88 85.85 1.34 0.32 0.011.00 5.90 84.46 1.31 0.33 0.011.00

5.92 80.90 1.25 0.47 0.011.00 5.94 76.39 1.17 0.49 0.011.00

5.96 72.05 1.11 0.68 0.011.00 5.98 67.75 1.05 0.71 0.011.00

6.00 63.52 1.00 1.35 0.031.00 6.02 73.34 1.12 0.67 0.011.00

6.04 71.12 1.09 0.69 0.011.00 6.06 68.42 1.06 0.71 0.011.00

6.08 64.82 1.01 1.32 0.031.00 6.10 60.62 0.97 1.41 0.031.00

6.12 56.51 0.93 3.73 0.071.00 6.14 54.06 0.91 3.87 0.081.00

6.16 54.40 0.91 3.85 0.081.00 6.18 57.97 0.94 3.65 0.071.00

6.20 65.37 1.02 1.31 0.031.00 6.22 73.32 1.12 0.67 0.011.00

6.24 72.99 1.12 0.68 0.011.00 6.26 80.54 1.23 0.47 0.011.00

6.28 84.71 1.31 0.33 0.011.00 6.30 85.20 1.32 0.32 0.011.00

6.32 85.61 1.33 0.32 0.011.00 6.34 85.42 1.32 0.32 0.011.00

6.36 85.92 1.33 0.32 0.011.00 6.38 86.57 1.35 0.32 0.011.00

6.40 86.19 1.34 0.32 0.011.00 6.42 84.77 1.31 0.32 0.011.00

6.44 84.10 1.30 0.33 0.011.00 6.46 85.83 1.33 0.32 0.011.00

6.48 90.22 1.42 0.00 0.001.00 6.50 95.02 1.53 0.00 0.001.00

6.52 98.98 1.63 0.00 0.001.00 6.54 101.42 1.70 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 27Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

6.56 101.96 1.71 0.00 0.001.00 6.58 101.40 1.69 0.00 0.001.00

6.60 100.62 1.67 0.00 0.001.00 6.62 100.37 1.67 0.00 0.001.00

6.64 100.20 1.66 0.00 0.001.00 6.66 99.05 1.63 0.00 0.001.00

6.68 97.45 1.59 0.00 0.001.00 6.70 95.31 1.54 0.00 0.001.00

6.72 93.89 1.50 0.00 0.001.00 6.74 92.86 1.48 0.00 0.001.00

6.76 92.19 1.46 0.00 0.001.00 6.78 91.34 1.44 0.00 0.001.00

6.80 90.03 1.41 0.00 0.001.00 6.82 88.46 1.38 0.00 0.001.00

6.84 86.96 1.35 0.00 0.001.00 6.86 85.31 1.32 0.32 0.011.00

6.88 83.42 1.28 0.33 0.011.00 6.90 80.46 1.23 0.47 0.011.00

6.92 75.84 1.15 0.49 0.011.00 6.94 70.13 1.07 0.69 0.011.00

6.96 63.86 1.00 1.34 0.031.00 6.98 57.39 0.93 3.68 0.071.00

7.00 65.83 1.02 1.30 0.031.00 7.02 62.77 0.98 1.36 0.031.00

7.04 61.73 0.97 1.38 0.031.00 7.06 62.75 0.98 1.36 0.031.00

7.08 64.93 1.01 1.32 0.031.00 7.10 67.06 1.03 1.28 0.031.00

7.12 73.15 1.11 0.68 0.011.00 7.14 81.68 1.25 0.46 0.011.00

7.16 87.95 1.37 0.00 0.001.00 7.18 89.15 1.39 0.00 0.001.00

7.20 88.37 1.38 0.00 0.001.00 7.22 87.56 1.36 0.00 0.001.00

7.24 86.92 1.35 0.32 0.011.00 7.26 76.19 1.16 0.49 0.011.00

7.28 77.14 1.17 0.48 0.011.00 7.30 78.01 1.19 0.48 0.011.00

7.32 79.06 1.20 0.48 0.011.00 7.34 80.25 1.22 0.47 0.011.00

7.36 81.77 1.25 0.46 0.011.00 7.38 83.55 1.28 0.33 0.011.00

7.40 85.92 1.33 0.32 0.011.00 7.42 89.17 1.39 0.00 0.001.00

7.44 93.19 1.48 0.00 0.001.00 7.46 97.89 1.60 0.00 0.001.00

7.48 102.48 1.72 0.00 0.001.00 7.50 107.29 1.86 0.00 0.001.00

7.52 111.86 2.00 0.00 0.001.00 7.54 115.86 2.00 0.00 0.001.00

7.56 119.24 2.00 0.00 0.001.00 7.58 121.71 2.00 0.00 0.001.00

7.60 123.02 2.00 0.00 0.001.00 7.62 121.40 2.00 0.00 0.001.00

7.64 117.25 2.00 0.00 0.001.00 7.66 111.32 1.99 0.00 0.001.00

7.68 105.87 1.82 0.00 0.001.00 7.70 101.37 1.69 0.00 0.001.00

7.72 97.71 1.59 0.00 0.001.00 7.74 94.88 1.52 0.00 0.001.00

7.76 92.89 1.48 0.00 0.001.00 7.78 91.68 1.45 0.00 0.001.00

7.80 90.71 1.43 0.00 0.001.00 7.82 90.79 1.43 0.00 0.001.00

7.84 91.22 1.44 0.00 0.001.00 7.86 92.11 1.46 0.00 0.001.00

7.88 91.57 1.45 0.00 0.001.00 7.90 89.71 1.41 0.00 0.001.00

7.92 95.97 1.55 0.00 0.001.00 7.94 98.92 1.63 0.00 0.001.00

7.96 102.14 1.71 0.00 0.001.00 7.98 105.00 1.79 0.00 0.001.00

8.00 107.67 1.88 0.00 0.001.00 8.02 108.82 1.91 0.00 0.001.00

8.04 108.28 1.90 0.00 0.001.00 8.06 102.25 1.72 0.00 0.001.00

8.08 103.18 1.74 0.00 0.001.00 8.10 102.98 1.74 0.00 0.001.00

8.12 101.32 1.69 0.00 0.001.00 8.14 98.45 1.62 0.00 0.001.00

8.16 96.01 1.55 0.00 0.001.00 8.18 94.76 1.52 0.00 0.001.00

8.20 94.88 1.53 0.00 0.001.00 8.22 95.24 1.54 0.00 0.001.00

8.24 95.30 1.54 0.00 0.001.00 8.26 95.73 1.55 0.00 0.001.00

8.28 97.87 1.60 0.00 0.001.00 8.30 101.61 1.70 0.00 0.001.00

8.32 105.45 1.81 0.00 0.001.00 8.34 108.93 1.92 0.00 0.001.00

8.36 110.97 1.99 0.00 0.001.00 8.38 111.33 2.00 0.00 0.001.00

8.40 110.17 1.96 0.00 0.001.00 8.42 108.68 1.91 0.00 0.001.00

8.44 108.31 1.90 0.00 0.001.00 8.46 108.91 1.92 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 28Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

8.48 110.08 1.96 0.00 0.001.00 8.50 110.92 1.99 0.00 0.001.00

8.52 111.96 2.00 0.00 0.001.00 8.54 112.52 2.00 0.00 0.001.00

8.56 111.12 1.99 0.00 0.001.00 8.58 108.64 1.91 0.00 0.001.00

8.60 105.68 1.82 0.00 0.001.00 8.62 103.90 1.77 0.00 0.001.00

8.64 101.22 1.70 0.00 0.001.00 8.66 99.96 1.66 0.00 0.001.00

8.68 100.23 1.67 0.00 0.001.00 8.70 102.30 1.73 0.00 0.001.00

8.72 102.47 1.73 0.00 0.001.00 8.74 100.82 1.69 0.00 0.001.00

8.76 98.14 1.62 0.00 0.001.00 8.78 96.03 1.56 0.00 0.001.00

8.80 94.73 1.53 0.00 0.001.00 8.82 93.69 1.51 0.00 0.001.00

8.84 92.82 1.49 0.00 0.001.00 8.86 91.93 1.47 0.00 0.001.00

8.88 90.98 1.45 0.00 0.001.00 8.90 89.96 1.42 0.00 0.001.00

8.92 89.04 1.40 0.00 0.001.00 8.94 88.08 1.38 0.00 0.001.00

8.96 87.23 1.37 0.00 0.001.00 8.98 87.69 1.38 0.00 0.001.00

9.00 91.85 1.47 0.00 0.001.00 9.02 99.28 1.65 0.00 0.001.00

9.04 107.88 1.90 0.00 0.001.00 9.06 113.28 2.00 0.00 0.001.00

9.08 113.88 2.00 0.00 0.001.00 9.10 110.49 1.98 0.00 0.001.00

9.12 104.55 1.80 0.00 0.001.00 9.14 102.18 1.73 0.00 0.001.00

9.16 102.58 1.74 0.00 0.001.00 9.18 106.01 1.85 0.00 0.001.00

9.20 108.04 1.91 0.00 0.001.00 9.22 108.85 1.93 0.00 0.001.00

9.24 108.85 1.94 0.00 0.001.00 9.26 108.57 1.93 0.00 0.001.00

9.28 107.98 1.91 0.00 0.001.00 9.30 106.85 1.87 0.00 0.001.00

9.32 105.43 1.83 0.00 0.001.00 9.34 104.16 1.79 0.00 0.001.00

9.36 103.82 1.78 0.00 0.001.00 9.38 105.32 1.83 0.00 0.001.00

9.40 108.42 1.93 0.00 0.001.00 9.42 111.85 2.00 0.00 0.001.00

9.44 113.43 2.00 0.00 0.001.00 9.46 112.03 2.00 0.00 0.001.00

9.48 109.03 1.95 0.00 0.001.00 9.50 106.79 1.88 0.00 0.001.00

9.52 106.60 1.87 0.00 0.001.00 9.54 107.21 1.89 0.00 0.001.00

9.56 106.83 1.88 0.00 0.001.00 9.58 104.34 1.81 0.00 0.001.00

9.60 100.68 1.70 0.00 0.001.00 9.62 92.36 1.49 0.00 0.001.00

9.64 88.77 1.41 0.00 0.001.00 9.66 94.69 1.55 0.00 0.001.00

9.68 86.78 1.37 0.00 0.001.00 9.70 83.57 1.31 0.33 0.011.00

9.72 80.81 1.26 0.34 0.011.00 9.74 79.19 1.23 0.48 0.011.00

9.76 79.21 1.23 0.47 0.011.00 9.78 80.35 1.25 0.34 0.011.00

9.80 81.54 1.27 0.33 0.011.00 9.82 81.44 1.27 0.33 0.011.00

9.84 79.98 1.25 0.47 0.011.00 9.86 77.50 1.20 0.48 0.011.00

9.88 74.67 1.16 0.49 0.011.00 9.90 72.02 1.12 0.68 0.011.00

9.92 70.13 1.10 0.69 0.011.00 9.94 68.52 1.08 0.70 0.011.00

9.96 66.70 1.05 0.72 0.011.00 9.98 64.49 1.03 1.33 0.031.00

10.00 62.27 1.00 1.37 0.031.00 10.02 60.67 0.99 1.41 0.031.00

10.04 59.65 0.98 1.43 0.031.00 10.06 61.03 0.99 1.40 0.031.00

10.08 64.06 1.02 1.34 0.031.00 10.10 68.76 1.08 0.70 0.011.00

10.12 73.50 1.15 0.67 0.011.00 10.14 78.10 1.22 0.48 0.011.00

10.16 82.00 1.29 0.33 0.011.00 10.18 84.77 1.34 0.32 0.011.00

10.20 86.27 1.37 0.00 0.001.00 10.22 86.82 1.38 0.00 0.001.00

10.24 86.98 1.39 0.00 0.001.00 10.26 87.49 1.40 0.00 0.001.00

10.28 88.66 1.42 0.00 0.001.00 10.30 90.16 1.46 0.00 0.001.00

10.32 91.84 1.50 0.00 0.001.00 10.34 93.94 1.55 0.00 0.001.00

10.36 96.50 1.61 0.00 0.001.00 10.38 99.25 1.68 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 29Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

10.40 100.92 1.73 0.00 0.001.00 10.42 100.90 1.73 0.00 0.001.00

10.44 99.33 1.69 0.00 0.001.00 10.46 97.19 1.63 0.00 0.001.00

10.48 96.16 1.61 0.00 0.001.00 10.50 96.09 1.61 0.00 0.001.00

10.52 96.89 1.63 0.00 0.001.00 10.54 97.89 1.65 0.00 0.001.00

10.56 99.83 1.71 0.00 0.001.00 10.58 102.44 1.78 0.00 0.001.00

10.60 103.91 1.82 0.00 0.001.00 10.62 101.01 1.74 0.00 0.001.00

10.64 97.72 1.65 0.00 0.001.00 10.66 95.24 1.59 0.00 0.001.00

10.68 95.15 1.59 0.00 0.001.00 10.70 94.17 1.56 0.00 0.001.00

10.72 92.64 1.53 0.00 0.001.00 10.74 91.09 1.49 0.00 0.001.00

10.76 89.51 1.46 0.00 0.001.00 10.78 88.21 1.43 0.00 0.001.00

10.80 87.42 1.41 0.00 0.001.00 10.82 86.02 1.38 0.00 0.001.00

10.84 83.68 1.34 0.33 0.011.00 10.86 81.16 1.29 0.34 0.011.00

10.88 79.23 1.26 0.34 0.011.00 10.90 77.00 1.22 0.48 0.011.00

10.92 74.00 1.17 0.50 0.011.00 10.94 70.73 1.13 0.69 0.011.00

10.96 68.16 1.09 0.71 0.011.00 10.98 66.04 1.07 0.72 0.011.00

11.00 63.92 1.04 1.34 0.031.00 11.02 61.37 1.01 1.39 0.031.00

11.04 58.19 0.98 1.46 0.031.00 11.06 54.63 0.95 1.55 0.031.00

11.08 51.27 0.93 4.04 0.081.00 11.10 48.49 0.90 4.23 0.081.00

11.12 45.95 0.88 4.42 0.091.00 11.14 43.12 0.86 4.66 0.091.00

11.16 39.14 0.83 5.04 0.101.00 11.18 53.63 0.95 3.89 0.081.00

11.20 52.15 0.93 3.99 0.081.00 11.22 51.74 0.93 4.01 0.081.00

11.24 52.39 0.94 3.97 0.081.00 11.26 54.05 0.95 1.57 0.031.00

11.28 58.41 0.99 1.46 0.031.00 11.30 66.95 1.08 0.72 0.011.00

11.32 64.43 1.05 0.73 0.011.00 11.34 72.27 1.16 0.51 0.011.00

11.36 76.28 1.22 0.49 0.011.00 11.38 78.64 1.26 0.34 0.011.00

11.40 81.24 1.31 0.33 0.011.00 11.42 84.62 1.37 0.00 0.001.00

11.44 88.55 1.46 0.00 0.001.00 11.46 91.75 1.53 0.00 0.001.00

11.48 93.48 1.57 0.00 0.001.00 11.50 94.01 1.59 0.00 0.001.00

11.52 94.51 1.60 0.00 0.001.00 11.54 95.65 1.63 0.00 0.001.00

11.56 97.82 1.69 0.00 0.001.00 11.58 99.50 1.74 0.00 0.001.00

11.60 99.56 1.74 0.00 0.001.00 11.62 97.68 1.69 0.00 0.001.00

11.64 95.90 1.64 0.00 0.001.00 11.66 97.45 1.68 0.00 0.001.00

11.68 102.88 1.84 0.00 0.001.00 11.70 110.35 2.00 0.00 0.001.00

11.72 116.25 2.00 0.00 0.001.00 11.74 119.09 2.00 0.00 0.001.00

11.76 118.46 2.00 0.00 0.001.00 11.78 114.90 2.00 0.00 0.001.00

11.80 110.16 2.00 0.00 0.001.00 11.82 105.79 1.94 0.00 0.001.00

11.84 102.46 1.84 0.00 0.001.00 11.86 99.80 1.76 0.00 0.001.00

11.88 97.81 1.71 0.00 0.001.00 11.90 96.71 1.68 0.00 0.001.00

11.92 96.66 1.68 0.00 0.001.00 11.94 97.24 1.69 0.00 0.001.00

11.96 97.92 1.71 0.00 0.001.00 11.98 97.79 1.71 0.00 0.001.00

12.00 96.96 1.69 0.00 0.001.00 12.02 95.73 1.66 0.00 0.001.00

12.04 94.74 1.63 0.00 0.001.00 12.06 94.45 1.63 0.00 0.001.00

12.08 95.99 1.67 0.00 0.001.00 12.10 100.47 1.79 0.00 0.001.00

12.12 106.69 1.99 0.00 0.001.00 12.14 112.20 2.00 0.00 0.001.00

12.16 114.99 2.00 0.00 0.001.00 12.18 115.74 2.00 0.00 0.001.00

12.20 115.13 2.00 0.00 0.001.00 12.22 112.82 2.00 0.00 0.001.00

12.24 107.56 2.00 0.00 0.001.00 12.26 100.34 1.80 0.00 0.001.00

12.28 93.71 1.62 0.00 0.001.00 12.30 91.60 1.57 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 30Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

12.32 95.35 1.66 0.00 0.001.00 12.34 102.51 1.87 0.00 0.001.00

12.36 108.57 2.00 0.00 0.001.00 12.38 110.35 2.00 0.00 0.001.00

12.40 108.57 2.00 0.00 0.001.00 12.42 106.15 1.99 0.00 0.001.00

12.44 105.46 1.97 0.00 0.001.00 12.46 106.65 2.00 0.00 0.001.00

12.48 108.24 2.00 0.00 0.001.00 12.50 109.12 2.00 0.00 0.001.00

12.52 109.12 2.00 0.00 0.001.00 12.54 108.43 2.00 0.00 0.001.00

12.56 106.97 2.00 0.00 0.001.00 12.58 104.03 1.93 0.00 0.001.00

12.60 99.50 1.80 0.00 0.001.00 12.62 94.31 1.65 0.00 0.001.00

12.64 89.53 1.54 0.00 0.001.00 12.66 95.29 1.68 0.00 0.001.00

12.68 85.84 1.46 0.00 0.001.00 12.70 86.19 1.47 0.00 0.001.00

12.72 87.31 1.49 0.00 0.001.00 12.74 88.49 1.52 0.00 0.001.00

12.76 90.30 1.56 0.00 0.001.00 12.78 91.72 1.60 0.00 0.001.00

12.80 91.81 1.60 0.00 0.001.00 12.82 89.83 1.55 0.00 0.001.00

12.84 86.40 1.48 0.00 0.001.00 12.86 82.35 1.39 0.00 0.001.00

12.88 78.66 1.32 0.34 0.011.00 12.90 76.53 1.28 0.35 0.011.00

12.92 77.39 1.30 0.35 0.011.00 12.94 83.02 1.41 0.00 0.001.00

12.96 93.05 1.64 0.00 0.001.00 12.98 106.47 2.00 0.00 0.001.00

13.00 119.10 2.00 0.00 0.001.00 13.02 127.37 2.00 0.00 0.001.00

13.04 129.26 2.00 0.00 0.001.00 13.06 127.61 2.00 0.00 0.001.00

13.08 124.88 2.00 0.00 0.001.00 13.10 123.10 2.00 0.00 0.001.00

13.12 121.13 2.00 0.00 0.001.00 13.14 118.94 2.00 0.00 0.001.00

13.16 116.33 2.00 0.00 0.001.00 13.18 113.32 2.00 0.00 0.001.00

13.20 109.99 2.00 0.00 0.001.00 13.22 106.90 2.00 0.00 0.001.00

13.24 105.54 2.00 0.00 0.001.00 13.26 107.03 2.00 0.00 0.001.00

13.28 111.61 2.00 0.00 0.001.00 13.30 117.56 2.00 0.00 0.001.00

13.32 123.08 2.00 0.00 0.001.00 13.34 126.55 2.00 0.00 0.001.00

13.36 127.84 2.00 0.00 0.001.00 13.38 127.22 2.00 0.00 0.001.00

13.40 124.34 2.00 0.00 0.001.00 13.42 119.36 2.00 0.00 0.001.00

13.44 113.78 2.00 0.00 0.001.00 13.46 109.57 2.00 0.00 0.001.00

13.48 107.45 2.00 0.00 0.001.00 13.50 106.78 2.00 0.00 0.001.00

13.52 106.91 2.00 0.00 0.001.00 13.54 107.87 2.00 0.00 0.001.00

13.56 109.06 2.00 0.00 0.001.00 13.58 109.49 2.00 0.00 0.001.00

13.60 108.92 2.00 0.00 0.001.00 13.62 107.87 2.00 0.00 0.001.00

13.64 106.66 2.00 0.00 0.001.00 13.66 104.57 2.00 0.00 0.001.00

13.68 101.62 1.90 0.00 0.001.00 13.70 99.21 1.83 0.00 0.001.00

13.72 97.66 1.79 0.00 0.001.00 13.74 96.56 1.76 0.00 0.001.00

13.76 94.39 1.70 0.00 0.001.00 13.78 91.78 1.63 0.00 0.001.00

13.80 89.28 1.57 0.00 0.001.00 13.82 87.79 1.54 0.00 0.001.00

13.84 87.31 1.53 0.00 0.001.00 13.86 86.56 1.51 0.00 0.001.00

13.88 83.78 1.45 0.00 0.001.00 13.90 78.27 1.34 0.34 0.011.00

13.92 71.11 1.22 0.51 0.011.00 13.94 63.94 1.12 0.74 0.011.00

13.96 71.92 1.24 0.51 0.011.00 13.98 70.26 1.21 0.52 0.011.00

14.00 70.39 1.21 0.52 0.011.00 14.02 58.23 1.06 0.78 0.021.00

14.04 71.13 1.23 0.51 0.011.00 14.06 69.15 1.20 0.52 0.011.00

14.08 66.34 1.16 0.54 0.011.00 14.10 63.71 1.13 0.74 0.011.00

14.12 64.82 1.14 0.73 0.011.00 14.14 68.70 1.19 0.52 0.011.00

14.16 73.44 1.27 0.36 0.011.00 14.18 75.97 1.31 0.35 0.011.00

14.20 76.64 1.32 0.35 0.011.00 14.22 76.64 1.32 0.35 0.011.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 31Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

14.24 76.62 1.32 0.35 0.011.00 14.26 76.72 1.33 0.35 0.011.00

14.28 66.34 1.16 0.54 0.011.00 14.30 69.77 1.21 0.52 0.011.00

14.32 73.60 1.27 0.36 0.011.00 14.34 76.52 1.32 0.35 0.011.00

14.36 78.18 1.36 0.00 0.001.00 14.38 78.55 1.36 0.00 0.001.00

14.40 78.24 1.36 0.00 0.001.00 14.42 77.61 1.35 0.35 0.011.00

14.44 78.05 1.36 0.00 0.001.00 14.46 81.55 1.42 0.00 0.001.00

14.48 87.63 1.56 0.00 0.001.00 14.50 93.37 1.70 0.00 0.001.00

14.52 95.56 1.76 0.00 0.001.00 14.54 94.07 1.72 0.00 0.001.00

14.56 90.04 1.62 0.00 0.001.00 14.58 85.07 1.50 0.00 0.001.00

14.60 80.20 1.40 0.00 0.001.00 14.62 75.98 1.32 0.35 0.011.00

14.64 72.17 1.26 0.36 0.011.00 14.66 67.99 1.20 0.53 0.011.00

14.68 75.99 1.33 0.35 0.011.00 14.70 72.04 1.26 0.36 0.011.00

14.72 67.84 1.20 0.53 0.011.00 14.74 64.20 1.15 0.55 0.011.00

14.76 61.32 1.12 0.76 0.021.00 14.78 58.67 1.09 0.78 0.021.00

14.80 56.10 1.06 0.80 0.021.00 14.82 54.79 1.05 0.82 0.021.00

14.84 55.54 1.06 0.81 0.021.00 14.86 58.97 2.00 0.00 0.001.00

14.88 64.45 2.00 0.00 0.001.00 14.90 68.46 2.00 0.00 0.001.00

14.92 70.42 2.00 0.00 0.001.00 14.94 68.75 2.00 0.00 0.001.00

14.96 65.85 2.00 0.00 0.001.00 14.98 62.26 2.00 0.00 0.001.00

15.00 58.05 2.00 0.00 0.001.00 15.02 53.23 2.00 0.00 0.001.00

15.04 48.05 2.00 0.00 0.001.00 15.06 42.60 2.00 0.00 0.001.00

15.08 37.97 2.00 0.00 0.001.00 15.10 34.24 2.00 0.00 0.001.00

15.12 33.13 2.00 0.00 0.001.00 15.14 33.80 2.00 0.00 0.001.00

15.16 34.93 2.00 0.00 0.001.00 15.18 37.02 2.00 0.00 0.001.00

15.20 38.27 0.91 5.14 0.101.00 15.22 22.18 0.76 5.80 0.121.00

15.24 23.71 0.78 5.80 0.121.00 15.26 40.28 0.93 4.92 0.101.00

15.28 42.27 2.00 0.00 0.001.00 15.30 45.71 0.98 1.83 0.041.00

15.32 49.00 1.01 1.72 0.031.00 15.34 55.04 1.07 0.81 0.021.00

15.36 59.75 1.11 0.77 0.021.00 15.38 61.27 1.13 0.76 0.021.00

15.40 59.20 1.11 0.78 0.021.00 15.42 57.38 1.09 0.79 0.021.00

15.44 55.81 1.08 0.81 0.021.00 15.46 57.00 1.09 0.79 0.021.00

15.48 58.87 1.11 0.78 0.021.00 15.50 61.21 1.13 0.76 0.021.00

15.52 62.55 1.15 0.56 0.011.00 15.54 62.95 1.16 0.56 0.011.00

15.56 63.03 1.16 0.56 0.011.00 15.58 63.10 1.16 0.56 0.011.00

15.60 64.01 1.17 0.55 0.011.00 15.62 52.20 1.05 1.62 0.031.00

15.64 56.29 1.09 0.80 0.021.00 15.66 59.64 1.12 0.77 0.021.00

15.68 60.70 1.13 0.76 0.021.00 15.70 58.03 1.11 0.79 0.021.00

15.72 67.88 1.23 0.53 0.011.00 15.74 65.67 1.20 0.54 0.011.00

15.76 66.32 1.21 0.54 0.011.00 15.78 69.30 1.25 0.37 0.011.00

15.80 74.33 1.33 0.36 0.011.00 15.82 79.13 2.00 0.00 0.001.00

15.84 82.95 2.00 0.00 0.001.00 15.86 83.22 2.00 0.00 0.001.00

15.88 79.91 2.00 0.00 0.001.00 15.90 75.22 2.00 0.00 0.001.00

15.92 71.54 2.00 0.00 0.001.00 15.94 67.12 2.00 0.00 0.001.00

15.96 61.69 2.00 0.00 0.001.00 15.98 55.06 2.00 0.00 0.001.00

16.00 46.39 2.00 0.00 0.001.00 16.02 40.20 2.00 0.00 0.001.00

16.04 33.92 2.00 0.00 0.001.00 16.06 42.41 2.00 0.00 0.001.00

16.08 49.04 2.00 0.00 0.001.00 16.10 57.57 2.00 0.00 0.001.00

16.12 58.74 2.00 0.00 0.001.00 16.14 57.80 2.00 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 32Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

16.16 55.69 2.00 0.00 0.001.00 16.18 53.28 2.00 0.00 0.001.00

16.20 51.52 2.00 0.00 0.001.00 16.22 49.69 2.00 0.00 0.001.00

16.24 47.87 2.00 0.00 0.001.00 16.26 44.56 2.00 0.00 0.001.00

16.28 40.84 2.00 0.00 0.001.00 16.30 37.70 2.00 0.00 0.001.00

16.32 36.48 2.00 0.00 0.001.00 16.34 35.93 2.00 0.00 0.001.00

16.36 35.86 2.00 0.00 0.001.00 16.38 36.25 2.00 0.00 0.001.00

16.40 36.99 2.00 0.00 0.001.00 16.42 37.58 2.00 0.00 0.001.00

16.44 38.20 2.00 0.00 0.001.00 16.46 38.54 2.00 0.00 0.001.00

16.48 38.73 2.00 0.00 0.001.00 16.50 38.80 2.00 0.00 0.001.00

16.52 39.13 2.00 0.00 0.001.00 16.54 39.82 2.00 0.00 0.001.00

16.56 40.50 2.00 0.00 0.001.00 16.58 41.99 2.00 0.00 0.001.00

16.60 44.01 2.00 0.00 0.001.00 16.62 46.42 2.00 0.00 0.001.00

16.64 48.53 2.00 0.00 0.001.00 16.66 48.17 2.00 0.00 0.001.00

16.68 51.28 2.00 0.00 0.001.00 16.70 55.04 2.00 0.00 0.001.00

16.72 57.78 2.00 0.00 0.001.00 16.74 57.61 2.00 0.00 0.001.00

16.76 56.14 2.00 0.00 0.001.00 16.78 59.38 2.00 0.00 0.001.00

16.80 58.57 2.00 0.00 0.001.00 16.82 54.06 1.10 0.82 0.021.00

16.84 52.38 1.08 0.84 0.021.00 16.86 48.80 1.05 0.88 0.021.00

16.88 48.85 1.05 0.88 0.021.00 16.90 54.89 2.00 0.00 0.001.00

16.92 62.38 2.00 0.00 0.001.00 16.94 66.21 2.00 0.00 0.001.00

16.96 66.15 2.00 0.00 0.001.00 16.98 64.05 2.00 0.00 0.001.00

17.00 60.34 2.00 0.00 0.001.00 17.02 55.38 2.00 0.00 0.001.00

17.04 49.09 2.00 0.00 0.001.00 17.06 40.73 2.00 0.00 0.001.00

17.08 34.67 2.00 0.00 0.001.00 17.10 32.65 2.00 0.00 0.001.00

17.12 36.20 2.00 0.00 0.001.00 17.14 36.59 2.00 0.00 0.001.00

17.16 37.00 2.00 0.00 0.001.00 17.18 37.13 2.00 0.00 0.001.00

17.20 37.49 2.00 0.00 0.001.00 17.22 38.03 2.00 0.00 0.001.00

17.24 38.76 2.00 0.00 0.001.00 17.26 38.92 2.00 0.00 0.001.00

17.28 38.51 2.00 0.00 0.001.00 17.30 38.04 0.96 2.17 0.041.00

17.32 39.36 2.00 0.00 0.001.00 17.34 44.00 2.00 0.00 0.001.00

17.36 49.39 2.00 0.00 0.001.00 17.38 51.98 2.00 0.00 0.001.00

17.40 52.91 2.00 0.00 0.001.00 17.42 52.57 2.00 0.00 0.001.00

17.44 51.62 2.00 0.00 0.001.00 17.46 49.10 2.00 0.00 0.001.00

17.48 44.82 2.00 0.00 0.001.00 17.50 40.41 2.00 0.00 0.001.00

17.52 37.63 2.00 0.00 0.001.00 17.54 36.88 2.00 0.00 0.001.00

17.56 36.89 2.00 0.00 0.001.00 17.58 37.53 2.00 0.00 0.001.00

17.60 37.36 2.00 0.00 0.001.00 17.62 40.14 2.00 0.00 0.001.00

17.64 46.18 2.00 0.00 0.001.00 17.66 50.83 2.00 0.00 0.001.00

17.68 52.97 2.00 0.00 0.001.00 17.70 57.60 2.00 0.00 0.001.00

17.72 57.49 2.00 0.00 0.001.00 17.74 55.40 2.00 0.00 0.001.00

17.76 53.02 2.00 0.00 0.001.00 17.78 51.71 2.00 0.00 0.001.00

17.80 53.09 2.00 0.00 0.001.00 17.82 55.08 2.00 0.00 0.001.00

17.84 56.70 2.00 0.00 0.001.00 17.86 56.09 2.00 0.00 0.001.00

17.88 55.44 2.00 0.00 0.001.00 17.90 54.18 2.00 0.00 0.001.00

17.92 51.25 2.00 0.00 0.001.00 17.94 46.40 2.00 0.00 0.001.00

17.96 41.83 2.00 0.00 0.001.00 17.98 40.01 2.00 0.00 0.001.00

18.00 38.40 2.00 0.00 0.001.00 18.02 38.38 2.00 0.00 0.001.00

18.04 39.12 2.00 0.00 0.001.00 18.06 38.56 2.00 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 33Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

18.08 40.56 2.00 0.00 0.001.00 18.10 41.57 2.00 0.00 0.001.00

18.12 45.02 2.00 0.00 0.001.00 18.14 45.03 2.00 0.00 0.001.00

18.16 43.35 2.00 0.00 0.001.00 18.18 40.95 2.00 0.00 0.001.00

18.20 38.71 2.00 0.00 0.001.00 18.22 38.28 2.00 0.00 0.001.00

18.24 38.27 2.00 0.00 0.001.00 18.26 38.26 2.00 0.00 0.001.00

18.28 38.12 2.00 0.00 0.001.00 18.30 37.81 2.00 0.00 0.001.00

18.32 37.50 2.00 0.00 0.001.00 18.34 37.45 2.00 0.00 0.001.00

18.36 38.01 2.00 0.00 0.001.00 18.38 38.17 2.00 0.00 0.001.00

18.40 39.00 2.00 0.00 0.001.00 18.42 43.71 2.00 0.00 0.001.00

18.44 46.66 2.00 0.00 0.001.00 18.46 48.06 2.00 0.00 0.001.00

18.48 47.95 2.00 0.00 0.001.00 18.50 47.62 2.00 0.00 0.001.00

18.52 48.49 2.00 0.00 0.001.00 18.54 48.37 2.00 0.00 0.001.00

18.56 46.60 2.00 0.00 0.001.00 18.58 43.57 2.00 0.00 0.001.00

18.60 41.01 2.00 0.00 0.001.00 18.62 40.46 2.00 0.00 0.001.00

18.64 40.22 2.00 0.00 0.001.00 18.66 39.66 2.00 0.00 0.001.00

18.68 39.75 2.00 0.00 0.001.00 18.70 40.11 2.00 0.00 0.001.00

18.72 39.40 2.00 0.00 0.001.00 18.74 40.03 2.00 0.00 0.001.00

18.76 43.70 2.00 0.00 0.001.00 18.78 49.33 2.00 0.00 0.001.00

18.80 51.99 2.00 0.00 0.001.00 18.82 53.34 2.00 0.00 0.001.00

18.84 52.86 2.00 0.00 0.001.00 18.86 52.39 2.00 0.00 0.001.00

18.88 50.57 2.00 0.00 0.001.00 18.90 46.97 2.00 0.00 0.001.00

18.92 41.93 2.00 0.00 0.001.00 18.94 38.10 2.00 0.00 0.001.00

18.96 37.51 2.00 0.00 0.001.00 18.98 38.50 2.00 0.00 0.001.00

19.00 40.14 2.00 0.00 0.001.00 19.02 40.81 2.00 0.00 0.001.00

19.04 42.32 2.00 0.00 0.001.00 19.06 44.61 2.00 0.00 0.001.00

19.08 46.32 2.00 0.00 0.001.00 19.10 47.13 2.00 0.00 0.001.00

19.12 47.00 2.00 0.00 0.001.00 19.14 47.03 2.00 0.00 0.001.00

19.16 46.97 2.00 0.00 0.001.00 19.18 45.32 2.00 0.00 0.001.00

19.20 42.49 2.00 0.00 0.001.00 19.22 39.27 2.00 0.00 0.001.00

19.24 37.96 2.00 0.00 0.001.00 19.26 37.99 2.00 0.00 0.001.00

19.28 38.23 2.00 0.00 0.001.00 19.30 38.30 2.00 0.00 0.001.00

19.32 38.25 2.00 0.00 0.001.00 19.34 38.00 2.00 0.00 0.001.00

19.36 37.76 2.00 0.00 0.001.00 19.38 37.46 2.00 0.00 0.001.00

19.40 37.50 2.00 0.00 0.001.00 19.42 37.93 2.00 0.00 0.001.00

19.44 37.80 2.00 0.00 0.001.00 19.46 37.04 2.00 0.00 0.001.00

19.48 39.74 2.00 0.00 0.001.00 19.50 43.14 2.00 0.00 0.001.00

19.52 46.09 2.00 0.00 0.001.00 19.54 47.08 2.00 0.00 0.001.00

19.56 47.43 2.00 0.00 0.001.00 19.58 48.54 2.00 0.00 0.001.00

19.60 48.28 2.00 0.00 0.001.00 19.62 47.13 2.00 0.00 0.001.00

19.64 45.83 2.00 0.00 0.001.00 19.66 45.69 2.00 0.00 0.001.00

19.68 45.17 2.00 0.00 0.001.00 19.70 44.02 2.00 0.00 0.001.00

19.72 42.41 2.00 0.00 0.001.00 19.74 42.01 2.00 0.00 0.001.00

19.76 42.06 2.00 0.00 0.001.00 19.78 42.05 2.00 0.00 0.001.00

19.80 41.90 2.00 0.00 0.001.00 19.82 41.50 2.00 0.00 0.001.00

19.84 41.09 2.00 0.00 0.001.00 19.86 40.62 2.00 0.00 0.001.00

19.88 40.19 2.00 0.00 0.001.00 19.90 39.64 2.00 0.00 0.001.00

19.92 39.45 2.00 0.00 0.001.00 19.94 39.60 2.00 0.00 0.001.00

19.96 40.45 2.00 0.00 0.001.00 19.98 40.48 1.04 2.05 0.041.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 34Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

20.00 21.13 0.84 5.80 0.121.00 20.02 24.48 2.00 0.00 0.001.00

20.04 43.30 2.00 0.00 0.001.00 20.06 47.91 2.00 0.00 0.001.00

20.08 56.29 2.00 0.00 0.001.00 20.10 63.78 2.00 0.00 0.001.00

20.12 66.09 2.00 0.00 0.001.00 20.14 65.04 2.00 0.00 0.001.00

20.16 61.97 2.00 0.00 0.001.00 20.18 58.33 2.00 0.00 0.001.00

20.20 54.04 2.00 0.00 0.001.00 20.22 49.16 2.00 0.00 0.001.00

20.24 43.96 2.00 0.00 0.001.00 20.26 39.64 2.00 0.00 0.001.00

20.28 37.28 2.00 0.00 0.001.00 20.30 36.08 2.00 0.00 0.001.00

20.32 35.66 2.00 0.00 0.001.00 20.34 35.82 2.00 0.00 0.001.00

20.36 36.22 2.00 0.00 0.001.00 20.38 36.88 2.00 0.00 0.001.00

20.40 37.28 2.00 0.00 0.001.00 20.42 37.84 2.00 0.00 0.001.00

20.44 38.17 2.00 0.00 0.001.00 20.46 34.16 2.00 0.00 0.001.00

20.48 34.99 2.00 0.00 0.001.00 20.50 36.03 2.00 0.00 0.001.00

20.52 41.41 2.00 0.00 0.001.00 20.54 42.08 2.00 0.00 0.001.00

20.56 41.27 2.00 0.00 0.001.00 20.58 41.83 2.00 0.00 0.001.00

20.60 44.89 2.00 0.00 0.001.00 20.62 48.77 2.00 0.00 0.001.00

20.64 50.44 2.00 0.00 0.001.00 20.66 51.10 2.00 0.00 0.001.00

20.68 50.89 2.00 0.00 0.001.00 20.70 51.03 2.00 0.00 0.001.00

20.72 49.78 2.00 0.00 0.001.00 20.74 46.40 2.00 0.00 0.001.00

20.76 41.94 2.00 0.00 0.001.00 20.78 38.34 2.00 0.00 0.001.00

20.80 37.13 2.00 0.00 0.001.00 20.82 36.36 2.00 0.00 0.001.00

20.84 35.92 2.00 0.00 0.001.00 20.86 36.13 2.00 0.00 0.001.00

20.88 37.06 2.00 0.00 0.001.00 20.90 38.10 2.00 0.00 0.001.00

20.92 38.99 2.00 0.00 0.001.00 20.94 39.85 2.00 0.00 0.001.00

20.96 40.15 2.00 0.00 0.001.00 20.98 41.36 2.00 0.00 0.001.00

21.00 41.73 2.00 0.00 0.001.00 21.02 19.15 2.00 0.00 0.001.00

21.04 23.96 2.00 0.00 0.001.00 21.06 21.80 2.00 0.00 0.001.00

21.08 43.63 2.00 0.00 0.001.00 21.10 49.44 2.00 0.00 0.001.00

21.12 56.05 2.00 0.00 0.001.00 21.14 59.98 2.00 0.00 0.001.00

21.16 61.02 2.00 0.00 0.001.00 21.18 59.77 2.00 0.00 0.001.00

21.20 58.90 2.00 0.00 0.001.00 21.22 58.15 2.00 0.00 0.001.00

21.24 56.33 2.00 0.00 0.001.00 21.26 54.34 2.00 0.00 0.001.00

21.28 50.95 2.00 0.00 0.001.00 21.30 47.22 2.00 0.00 0.001.00

21.32 43.43 2.00 0.00 0.001.00 21.34 41.73 2.00 0.00 0.001.00

21.36 41.39 2.00 0.00 0.001.00 21.38 41.53 2.00 0.00 0.001.00

21.40 41.17 2.00 0.00 0.001.00 21.42 42.03 2.00 0.00 0.001.00

21.44 43.14 2.00 0.00 0.001.00 21.46 44.30 2.00 0.00 0.001.00

21.48 47.87 2.00 0.00 0.001.00 21.50 51.20 2.00 0.00 0.001.00

21.52 54.68 2.00 0.00 0.001.00 21.54 54.60 2.00 0.00 0.001.00

21.56 53.91 2.00 0.00 0.001.00 21.58 51.46 2.00 0.00 0.001.00

21.60 48.29 2.00 0.00 0.001.00 21.62 44.92 2.00 0.00 0.001.00

21.64 42.53 2.00 0.00 0.001.00 21.66 41.58 2.00 0.00 0.001.00

21.68 41.63 2.00 0.00 0.001.00 21.70 42.18 2.00 0.00 0.001.00

21.72 42.50 2.00 0.00 0.001.00 21.74 43.37 2.00 0.00 0.001.00

21.76 44.54 2.00 0.00 0.001.00 21.78 45.81 2.00 0.00 0.001.00

21.80 47.80 2.00 0.00 0.001.00 21.82 51.22 2.00 0.00 0.001.00

21.84 53.33 2.00 0.00 0.001.00 21.86 54.64 2.00 0.00 0.001.00

21.88 53.85 2.00 0.00 0.001.00 21.90 52.26 2.00 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 35Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

21.92 49.74 2.00 0.00 0.001.00 21.94 45.67 2.00 0.00 0.001.00

21.96 41.33 2.00 0.00 0.001.00 21.98 37.73 2.00 0.00 0.001.00

22.00 37.04 2.00 0.00 0.001.00 22.02 37.30 2.00 0.00 0.001.00

22.04 37.62 2.00 0.00 0.001.00 22.06 38.40 2.00 0.00 0.001.00

22.08 39.09 2.00 0.00 0.001.00 22.10 39.40 2.00 0.00 0.001.00

22.12 39.44 2.00 0.00 0.001.00 22.14 39.38 2.00 0.00 0.001.00

22.16 39.37 2.00 0.00 0.001.00 22.18 39.31 2.00 0.00 0.001.00

22.20 39.27 2.00 0.00 0.001.00 22.22 39.53 2.00 0.00 0.001.00

22.24 39.77 2.00 0.00 0.001.00 22.26 39.80 2.00 0.00 0.001.00

22.28 39.39 2.00 0.00 0.001.00 22.30 38.84 2.00 0.00 0.001.00

22.32 38.58 2.00 0.00 0.001.00 22.34 38.53 2.00 0.00 0.001.00

22.36 38.67 2.00 0.00 0.001.00 22.38 38.79 2.00 0.00 0.001.00

22.40 38.99 2.00 0.00 0.001.00 22.42 39.11 2.00 0.00 0.001.00

22.44 39.12 2.00 0.00 0.001.00 22.46 39.20 2.00 0.00 0.001.00

22.48 39.13 2.00 0.00 0.001.00 22.50 39.16 2.00 0.00 0.001.00

22.52 39.34 2.00 0.00 0.001.00 22.54 39.66 2.00 0.00 0.001.00

22.56 39.87 2.00 0.00 0.001.00 22.58 40.06 2.00 0.00 0.001.00

22.60 40.38 2.00 0.00 0.001.00 22.62 40.86 2.00 0.00 0.001.00

22.64 41.17 2.00 0.00 0.001.00 22.66 41.56 2.00 0.00 0.001.00

22.68 41.50 2.00 0.00 0.001.00 22.70 41.16 2.00 0.00 0.001.00

22.72 40.57 2.00 0.00 0.001.00 22.74 40.24 2.00 0.00 0.001.00

22.76 40.15 2.00 0.00 0.001.00 22.78 40.15 2.00 0.00 0.001.00

22.80 40.14 2.00 0.00 0.001.00 22.82 40.08 2.00 0.00 0.001.00

22.84 40.26 2.00 0.00 0.001.00 22.86 40.07 2.00 0.00 0.001.00

22.88 39.67 2.00 0.00 0.001.00 22.90 38.93 2.00 0.00 0.001.00

22.92 38.56 2.00 0.00 0.001.00 22.94 38.71 2.00 0.00 0.001.00

22.96 39.45 2.00 0.00 0.001.00 22.98 39.75 2.00 0.00 0.001.00

23.00 40.04 2.00 0.00 0.001.00 23.02 39.92 2.00 0.00 0.001.00

23.04 40.00 2.00 0.00 0.001.00 23.06 40.00 2.00 0.00 0.001.00

23.08 39.97 2.00 0.00 0.001.00 23.10 39.92 2.00 0.00 0.001.00

23.12 39.95 2.00 0.00 0.001.00 23.14 39.67 2.00 0.00 0.001.00

23.16 39.43 2.00 0.00 0.001.00 23.18 39.20 2.00 0.00 0.001.00

23.20 39.52 2.00 0.00 0.001.00 23.22 40.00 2.00 0.00 0.001.00

23.24 40.25 2.00 0.00 0.001.00 23.26 40.35 2.00 0.00 0.001.00

23.28 40.47 2.00 0.00 0.001.00 23.30 40.41 2.00 0.00 0.001.00

23.32 40.03 2.00 0.00 0.001.00 23.34 39.47 2.00 0.00 0.001.00

23.36 39.29 2.00 0.00 0.001.00 23.38 39.63 2.00 0.00 0.001.00

23.40 39.70 2.00 0.00 0.001.00 23.42 39.77 2.00 0.00 0.001.00

23.44 39.67 2.00 0.00 0.001.00 23.46 39.31 2.00 0.00 0.001.00

23.48 39.92 2.00 0.00 0.001.00 23.50 41.14 2.00 0.00 0.001.00

23.52 43.24 2.00 0.00 0.001.00 23.54 44.07 2.00 0.00 0.001.00

23.56 44.38 2.00 0.00 0.001.00 23.58 43.42 2.00 0.00 0.001.00

23.60 42.53 2.00 0.00 0.001.00 23.62 42.20 2.00 0.00 0.001.00

23.64 42.25 2.00 0.00 0.001.00 23.66 42.44 2.00 0.00 0.001.00

23.68 42.08 2.00 0.00 0.001.00 23.70 41.68 2.00 0.00 0.001.00

23.72 41.49 2.00 0.00 0.001.00 23.74 41.34 2.00 0.00 0.001.00

23.76 41.23 2.00 0.00 0.001.00 23.78 39.81 2.00 0.00 0.001.00

23.80 42.36 2.00 0.00 0.001.00 23.82 46.11 2.00 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 36Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

23.84 49.31 2.00 0.00 0.001.00 23.86 50.57 2.00 0.00 0.001.00

23.88 50.59 2.00 0.00 0.001.00 23.90 50.59 2.00 0.00 0.001.00

23.92 49.79 2.00 0.00 0.001.00 23.94 46.99 2.00 0.00 0.001.00

23.96 43.18 2.00 0.00 0.001.00 23.98 39.86 2.00 0.00 0.001.00

24.00 38.94 2.00 0.00 0.001.00 24.02 38.93 2.00 0.00 0.001.00

24.04 38.82 2.00 0.00 0.001.00 24.06 38.87 2.00 0.00 0.001.00

24.08 39.33 2.00 0.00 0.001.00 24.10 40.50 2.00 0.00 0.001.00

24.12 40.25 2.00 0.00 0.001.00 24.14 40.02 2.00 0.00 0.001.00

24.16 43.47 2.00 0.00 0.001.00 24.18 48.00 2.00 0.00 0.001.00

24.20 50.76 2.00 0.00 0.001.00 24.22 51.83 2.00 0.00 0.001.00

24.24 51.43 2.00 0.00 0.001.00 24.26 51.17 2.00 0.00 0.001.00

24.28 49.64 2.00 0.00 0.001.00 24.30 46.36 2.00 0.00 0.001.00

24.32 42.63 2.00 0.00 0.001.00 24.34 40.34 2.00 0.00 0.001.00

24.36 40.47 2.00 0.00 0.001.00 24.38 40.63 2.00 0.00 0.001.00

24.40 40.08 2.00 0.00 0.001.00 24.42 39.49 2.00 0.00 0.001.00

24.44 38.49 2.00 0.00 0.001.00 24.46 37.42 2.00 0.00 0.001.00

24.48 36.73 2.00 0.00 0.001.00 24.50 36.64 2.00 0.00 0.001.00

24.52 37.14 2.00 0.00 0.001.00 24.54 37.58 2.00 0.00 0.001.00

24.56 37.98 2.00 0.00 0.001.00 24.58 38.48 2.00 0.00 0.001.00

24.60 39.28 2.00 0.00 0.001.00 24.62 39.62 2.00 0.00 0.001.00

24.64 39.93 2.00 0.00 0.001.00 24.66 39.54 2.00 0.00 0.001.00

24.68 39.12 2.00 0.00 0.001.00 24.70 38.58 2.00 0.00 0.001.00

24.72 38.30 2.00 0.00 0.001.00 24.74 38.31 2.00 0.00 0.001.00

24.76 38.45 2.00 0.00 0.001.00 24.78 38.60 2.00 0.00 0.001.00

24.80 38.79 2.00 0.00 0.001.00 24.82 38.79 2.00 0.00 0.001.00

24.84 39.00 2.00 0.00 0.001.00 24.86 39.04 2.00 0.00 0.001.00

24.88 39.28 2.00 0.00 0.001.00 24.90 39.31 2.00 0.00 0.001.00

24.92 39.32 2.00 0.00 0.001.00 24.94 39.45 2.00 0.00 0.001.00

24.96 40.51 2.00 0.00 0.001.00 24.98 41.62 2.00 0.00 0.001.00

25.00 42.27 2.00 0.00 0.001.00 25.02 41.68 2.00 0.00 0.001.00

25.04 41.65 2.00 0.00 0.001.00 25.06 44.26 2.00 0.00 0.001.00

25.08 51.01 2.00 0.00 0.001.00 25.10 57.80 2.00 0.00 0.001.00

25.12 60.62 2.00 0.00 0.001.00 25.14 59.16 2.00 0.00 0.001.00

25.16 56.78 2.00 0.00 0.001.00 25.18 53.78 2.00 0.00 0.001.00

25.20 50.31 2.00 0.00 0.001.00 25.22 46.25 2.00 0.00 0.001.00

25.24 41.76 2.00 0.00 0.001.00 25.26 37.97 2.00 0.00 0.001.00

25.28 35.54 2.00 0.00 0.001.00 25.30 34.33 2.00 0.00 0.001.00

25.32 34.18 2.00 0.00 0.001.00 25.34 34.76 2.00 0.00 0.001.00

25.36 35.41 2.00 0.00 0.001.00 25.38 35.98 2.00 0.00 0.001.00

25.40 36.49 2.00 0.00 0.001.00 25.42 36.90 2.00 0.00 0.001.00

25.44 37.13 2.00 0.00 0.001.00 25.46 37.04 2.00 0.00 0.001.00

25.48 36.79 2.00 0.00 0.001.00 25.50 36.59 2.00 0.00 0.001.00

25.52 36.22 2.00 0.00 0.001.00 25.54 35.85 2.00 0.00 0.001.00

25.56 35.33 2.00 0.00 0.001.00 25.58 35.23 2.00 0.00 0.001.00

25.60 35.36 2.00 0.00 0.001.00 25.62 35.41 2.00 0.00 0.001.00

25.64 35.49 2.00 0.00 0.001.00 25.66 35.39 2.00 0.00 0.001.00

25.68 35.74 2.00 0.00 0.001.00 25.70 35.62 2.00 0.00 0.001.00

25.72 35.91 2.00 0.00 0.001.00 25.74 35.71 2.00 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 37Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

25.76 36.12 2.00 0.00 0.001.00 25.78 35.67 2.00 0.00 0.001.00

25.80 36.04 2.00 0.00 0.001.00 25.82 35.99 2.00 0.00 0.001.00

25.84 36.55 2.00 0.00 0.001.00 25.86 36.45 2.00 0.00 0.001.00

25.88 36.11 2.00 0.00 0.001.00 25.90 35.43 2.00 0.00 0.001.00

25.92 34.71 2.00 0.00 0.001.00 25.94 34.10 2.00 0.00 0.001.00

25.96 34.61 2.00 0.00 0.001.00 25.98 36.15 2.00 0.00 0.001.00

26.00 38.22 2.00 0.00 0.001.00 26.02 39.29 2.00 0.00 0.001.00

26.04 39.96 2.00 0.00 0.001.00 26.06 40.27 2.00 0.00 0.001.00

26.08 39.79 2.00 0.00 0.001.00 26.10 38.45 2.00 0.00 0.001.00

26.12 37.11 2.00 0.00 0.001.00 26.14 37.01 2.00 0.00 0.001.00

26.16 37.71 2.00 0.00 0.001.00 26.18 37.60 2.00 0.00 0.001.00

26.20 36.74 2.00 0.00 0.001.00 26.22 35.49 2.00 0.00 0.001.00

26.24 34.64 2.00 0.00 0.001.00 26.26 34.25 2.00 0.00 0.001.00

26.28 34.82 2.00 0.00 0.001.00 26.30 35.54 2.00 0.00 0.001.00

26.32 35.34 2.00 0.00 0.001.00 26.34 35.29 2.00 0.00 0.001.00

26.36 35.46 2.00 0.00 0.001.00 26.38 36.57 2.00 0.00 0.001.00

26.40 36.56 2.00 0.00 0.001.00 26.42 35.61 2.00 0.00 0.001.00

26.44 34.89 2.00 0.00 0.001.00 26.46 34.63 2.00 0.00 0.001.00

26.48 35.04 2.00 0.00 0.001.00 26.50 37.08 2.00 0.00 0.001.00

26.52 38.67 2.00 0.00 0.001.00 26.54 39.85 2.00 0.00 0.001.00

26.56 39.19 2.00 0.00 0.001.00 26.58 38.31 2.00 0.00 0.001.00

26.60 37.33 2.00 0.00 0.001.00 26.62 36.64 2.00 0.00 0.001.00

26.64 36.55 2.00 0.00 0.001.00 26.66 36.82 2.00 0.00 0.001.00

26.68 37.56 2.00 0.00 0.001.00 26.70 38.16 2.00 0.00 0.001.00

26.72 38.90 2.00 0.00 0.001.00 26.74 38.92 2.00 0.00 0.001.00

26.76 38.75 2.00 0.00 0.001.00 26.78 38.35 2.00 0.00 0.001.00

26.80 38.24 2.00 0.00 0.001.00 26.82 38.17 2.00 0.00 0.001.00

26.84 37.93 2.00 0.00 0.001.00 26.86 37.51 2.00 0.00 0.001.00

26.88 36.85 2.00 0.00 0.001.00 26.90 36.14 2.00 0.00 0.001.00

26.92 35.44 2.00 0.00 0.001.00 26.94 35.01 2.00 0.00 0.001.00

26.96 34.66 2.00 0.00 0.001.00 26.98 34.68 2.00 0.00 0.001.00

27.00 35.03 2.00 0.00 0.001.00 27.02 35.47 2.00 0.00 0.001.00

27.04 35.82 2.00 0.00 0.001.00 27.06 35.94 2.00 0.00 0.001.00

27.08 36.08 2.00 0.00 0.001.00 27.10 36.24 2.00 0.00 0.001.00

27.12 36.26 2.00 0.00 0.001.00 27.14 36.10 2.00 0.00 0.001.00

27.16 35.57 2.00 0.00 0.001.00 27.18 35.02 2.00 0.00 0.001.00

27.20 35.05 2.00 0.00 0.001.00 27.22 34.89 2.00 0.00 0.001.00

27.24 34.36 2.00 0.00 0.001.00 27.26 33.35 2.00 0.00 0.001.00

27.28 32.65 2.00 0.00 0.001.00 27.30 32.44 2.00 0.00 0.001.00

27.32 32.55 2.00 0.00 0.001.00 27.34 33.01 2.00 0.00 0.001.00

27.36 33.44 2.00 0.00 0.001.00 27.38 34.02 2.00 0.00 0.001.00

27.40 34.47 2.00 0.00 0.001.00 27.42 34.42 2.00 0.00 0.001.00

27.44 33.80 2.00 0.00 0.001.00 27.46 33.21 2.00 0.00 0.001.00

27.48 32.91 2.00 0.00 0.001.00 27.50 33.43 2.00 0.00 0.001.00

27.52 33.71 2.00 0.00 0.001.00 27.54 33.98 2.00 0.00 0.001.00

27.56 33.75 2.00 0.00 0.001.00 27.58 33.55 2.00 0.00 0.001.00

27.60 33.61 2.00 0.00 0.001.00 27.62 33.39 2.00 0.00 0.001.00

27.64 33.23 2.00 0.00 0.001.00 27.66 33.03 2.00 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 38Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

27.68 32.97 2.00 0.00 0.001.00 27.70 33.46 2.00 0.00 0.001.00

27.72 34.26 2.00 0.00 0.001.00 27.74 35.35 2.00 0.00 0.001.00

27.76 35.77 2.00 0.00 0.001.00 27.78 35.86 2.00 0.00 0.001.00

27.80 35.43 2.00 0.00 0.001.00 27.82 34.88 2.00 0.00 0.001.00

27.84 34.06 2.00 0.00 0.001.00 27.86 33.29 2.00 0.00 0.001.00

27.88 32.81 2.00 0.00 0.001.00 27.90 32.58 2.00 0.00 0.001.00

27.92 32.49 2.00 0.00 0.001.00 27.94 32.15 2.00 0.00 0.001.00

27.96 31.83 2.00 0.00 0.001.00 27.98 31.54 2.00 0.00 0.001.00

28.00 31.81 2.00 0.00 0.001.00 28.02 31.98 2.00 0.00 0.001.00

28.04 32.33 2.00 0.00 0.001.00 28.06 32.43 2.00 0.00 0.001.00

28.08 32.91 2.00 0.00 0.001.00 28.10 33.44 2.00 0.00 0.001.00

28.12 34.10 2.00 0.00 0.001.00 28.14 34.37 2.00 0.00 0.001.00

28.16 34.17 2.00 0.00 0.001.00 28.18 33.04 2.00 0.00 0.001.00

28.20 33.63 2.00 0.00 0.001.00 28.22 36.24 2.00 0.00 0.001.00

28.24 39.08 2.00 0.00 0.001.00 28.26 40.54 2.00 0.00 0.001.00

28.28 40.65 2.00 0.00 0.001.00 28.30 41.06 2.00 0.00 0.001.00

28.32 40.40 2.00 0.00 0.001.00 28.34 38.61 2.00 0.00 0.001.00

28.36 34.53 2.00 0.00 0.001.00 28.38 33.37 2.00 0.00 0.001.00

28.40 33.96 2.00 0.00 0.001.00 28.42 36.29 2.00 0.00 0.001.00

28.44 36.74 2.00 0.00 0.001.00 28.46 36.83 2.00 0.00 0.001.00

28.48 37.57 2.00 0.00 0.001.00 28.50 39.03 2.00 0.00 0.001.00

28.52 40.25 2.00 0.00 0.001.00 28.54 39.48 2.00 0.00 0.001.00

28.56 37.99 2.00 0.00 0.001.00 28.58 37.06 2.00 0.00 0.001.00

28.60 37.64 2.00 0.00 0.001.00 28.62 38.41 2.00 0.00 0.001.00

28.64 39.17 2.00 0.00 0.001.00 28.66 40.13 2.00 0.00 0.001.00

28.68 41.52 2.00 0.00 0.001.00 28.70 42.85 2.00 0.00 0.001.00

28.72 42.46 2.00 0.00 0.001.00 28.74 40.95 2.00 0.00 0.001.00

28.76 39.35 2.00 0.00 0.001.00 28.78 39.74 2.00 0.00 0.001.00

28.80 40.11 2.00 0.00 0.001.00 28.82 40.82 2.00 0.00 0.001.00

28.84 40.56 2.00 0.00 0.001.00 28.86 40.91 2.00 0.00 0.001.00

28.88 41.10 2.00 0.00 0.001.00 28.90 42.18 2.00 0.00 0.001.00

28.92 42.21 2.00 0.00 0.001.00 28.94 41.18 2.00 0.00 0.001.00

28.96 39.58 2.00 0.00 0.001.00 28.98 37.61 2.00 0.00 0.001.00

29.00 34.74 2.00 0.00 0.001.00 29.02 31.23 2.00 0.00 0.001.00

29.04 29.09 2.00 0.00 0.001.00 29.06 28.50 2.00 0.00 0.001.00

29.08 29.19 2.00 0.00 0.001.00 29.10 29.76 2.00 0.00 0.001.00

29.12 30.77 2.00 0.00 0.001.00 29.14 32.33 2.00 0.00 0.001.00

29.16 34.10 2.00 0.00 0.001.00 29.18 34.50 2.00 0.00 0.001.00

29.20 34.11 2.00 0.00 0.001.00 29.22 33.06 2.00 0.00 0.001.00

29.24 32.21 2.00 0.00 0.001.00 29.26 31.31 2.00 0.00 0.001.00

29.28 30.59 2.00 0.00 0.001.00 29.30 30.91 2.00 0.00 0.001.00

29.32 31.12 2.00 0.00 0.001.00 29.34 31.41 2.00 0.00 0.001.00

29.36 31.21 2.00 0.00 0.001.00 29.38 31.55 2.00 0.00 0.001.00

29.40 32.04 2.00 0.00 0.001.00 29.42 32.51 2.00 0.00 0.001.00

29.44 32.13 2.00 0.00 0.001.00 29.46 30.77 2.00 0.00 0.001.00

29.48 30.22 2.00 0.00 0.001.00 29.50 31.42 2.00 0.00 0.001.00

29.52 33.34 2.00 0.00 0.001.00 29.54 34.52 2.00 0.00 0.001.00

29.56 34.54 2.00 0.00 0.001.00 29.58 34.46 2.00 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 39Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

29.60 33.79 2.00 0.00 0.001.00 29.62 33.49 2.00 0.00 0.001.00

29.64 33.65 2.00 0.00 0.001.00 29.66 34.53 2.00 0.00 0.001.00

29.68 35.10 2.00 0.00 0.001.00 29.70 34.69 2.00 0.00 0.001.00

29.72 33.77 2.00 0.00 0.001.00 29.74 32.91 2.00 0.00 0.001.00

29.76 33.26 2.00 0.00 0.001.00 29.78 33.15 2.00 0.00 0.001.00

29.80 33.44 2.00 0.00 0.001.00 29.82 33.78 2.00 0.00 0.001.00

29.84 34.52 2.00 0.00 0.001.00 29.86 34.33 2.00 0.00 0.001.00

29.88 33.13 2.00 0.00 0.001.00 29.90 31.98 2.00 0.00 0.001.00

29.92 31.59 2.00 0.00 0.001.00 29.94 31.67 2.00 0.00 0.001.00

29.96 32.36 2.00 0.00 0.001.00 29.98 33.49 2.00 0.00 0.001.00

30.00 35.00 2.00 0.00 0.001.00 30.02 36.73 2.00 0.00 0.001.00

30.04 38.45 2.00 0.00 0.001.00 30.06 40.14 2.00 0.00 0.001.00

30.08 41.60 2.00 0.00 0.001.00 30.10 42.67 2.00 0.00 0.001.00

30.12 43.25 2.00 0.00 0.001.00 30.14 43.54 2.00 0.00 0.001.00

30.16 43.60 2.00 0.00 0.001.00 30.18 43.62 2.00 0.00 0.001.00

30.20 43.45 2.00 0.00 0.001.00 30.22 43.36 2.00 0.00 0.001.00

30.24 43.18 2.00 0.00 0.001.00 30.26 43.27 2.00 0.00 0.001.00

30.28 43.43 2.00 0.00 0.001.00 30.30 43.74 2.00 0.00 0.001.00

30.32 44.01 2.00 0.00 0.001.00 30.34 44.28 2.00 0.00 0.001.00

30.36 44.49 2.00 0.00 0.001.00 30.38 44.70 2.00 0.00 0.001.00

30.40 44.71 2.00 0.00 0.001.00 30.42 44.56 2.00 0.00 0.001.00

30.44 43.93 2.00 0.00 0.001.00 30.46 43.33 2.00 0.00 0.001.00

30.48 43.20 2.00 0.00 0.001.00 30.50 43.55 2.00 0.00 0.001.00

30.52 44.04 2.00 0.00 0.001.00 30.54 44.19 2.00 0.00 0.001.00

30.56 44.32 2.00 0.00 0.001.00 30.58 44.54 2.00 0.00 0.001.00

30.60 44.83 2.00 0.00 0.001.00 30.62 45.07 2.00 0.00 0.001.00

30.64 45.01 2.00 0.00 0.001.00 30.66 44.89 2.00 0.00 0.001.00

30.68 44.88 2.00 0.00 0.001.00 30.70 45.04 2.00 0.00 0.001.00

30.72 45.14 2.00 0.00 0.001.00 30.74 45.05 2.00 0.00 0.001.00

30.76 44.86 2.00 0.00 0.001.00 30.78 44.73 2.00 0.00 0.001.00

30.80 44.55 2.00 0.00 0.001.00 30.82 44.34 2.00 0.00 0.001.00

30.84 44.07 2.00 0.00 0.001.00 30.86 43.92 2.00 0.00 0.001.00

30.88 43.81 2.00 0.00 0.001.00 30.90 43.73 2.00 0.00 0.001.00

30.92 43.55 2.00 0.00 0.001.00 30.94 43.25 2.00 0.00 0.001.00

30.96 43.08 2.00 0.00 0.001.00 30.98 43.61 2.00 0.00 0.001.00

31.00 44.16 2.00 0.00 0.001.00 31.02 44.71 2.00 0.00 0.001.00

31.04 44.80 2.00 0.00 0.001.00 31.06 44.80 2.00 0.00 0.001.00

31.08 44.77 2.00 0.00 0.001.00 31.10 44.23 2.00 0.00 0.001.00

31.12 43.58 2.00 0.00 0.001.00 31.14 43.02 2.00 0.00 0.001.00

31.16 42.90 2.00 0.00 0.001.00 31.18 42.97 2.00 0.00 0.001.00

31.20 43.04 2.00 0.00 0.001.00 31.22 43.12 2.00 0.00 0.001.00

31.24 43.18 2.00 0.00 0.001.00 31.26 43.20 2.00 0.00 0.001.00

31.28 43.23 2.00 0.00 0.001.00 31.30 43.28 2.00 0.00 0.001.00

31.32 43.28 2.00 0.00 0.001.00 31.34 43.25 2.00 0.00 0.001.00

31.36 43.04 2.00 0.00 0.001.00 31.38 42.83 2.00 0.00 0.001.00

31.40 42.62 2.00 0.00 0.001.00 31.42 42.64 2.00 0.00 0.001.00

31.44 42.69 2.00 0.00 0.001.00 31.46 42.84 2.00 0.00 0.001.00

31.48 42.95 2.00 0.00 0.001.00 31.50 43.94 2.00 0.00 0.001.00

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 40Project file:

This software is licensed to: Thomas Veronese CPT name: rif. U37-14 CPTU1 Lido degli Es

:: Post-earthquake settlement due to soil liquefaction :: (continued)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

Depth(m)

FSQtn,cs ev (%) Settlement(cm)

DF DF

Total esti mated settlement : 6.04

AbbreviationsQtn,cs:FS:ev (%):DF:Settlement:

Equivalent clean sand normalized cone resistanceFactor of safety against liquefactionPost-liquefaction volumentric strainev depth weighting factorCalculated settlement

CLiq v.1.7.5.27 - CPT Liquefaction Assessment Software - Report created on: 10/04/2014, 12.30.40 41Project file: