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SICEP di Baldi Simone e Polenta Ruggero sncViale della Repubblica, 40Santa Maria Nuova (AN) Rifer. 4-1-11

PROVA PENETROMETRICA STATICA CPT 2LETTURE DI CAMPAGNA / VALORI DI RESISTENZA 2.01PG05-062

- committente : Studio BL - data : 04/01/2011- lavoro : - quota inizio : Piano Campagna - localit : Pontecchio Marconi - prof. falda : Falda non rilevata- note : - pagina : 1

Prof. Letture di campagna qc fs qc/fs Prof. Letture di campagna qc fs qc/fs m punta laterale kg/cm m punta laterale kg/cm

0,20 ---- ---- -- ------ ---- 1,60 34,0 47,0 34,0 1,27 27,00,40 ---- ---- -- 0,33 ---- 1,80 33,0 52,0 33,0 1,60 21,00,60 11,0 16,0 11,0 0,73 15,0 2,00 48,0 72,0 48,0 1,60 30,00,80 11,0 22,0 11,0 1,33 8,0 2,20 43,0 67,0 43,0 11,00 4,01,00 9,0 29,0 9,0 1,20 7,0 2,40 89,0 254,0 89,0 1,33 67,01,20 11,0 29,0 11,0 1,13 10,0 2,60 301,0 321,0 301,0 ----- ----1,40 22,0 39,0 22,0 0,87 25,0

- PENETROMETRO STATICO tipo PAGANI da 10/20t - COSTANTE DI TRASFORMAZIONE Ct = 10 - Velocit Avanzamento punta 2 cm/s- punta meccanica tipo Begemann = 35.7 mm (area punta 10 cm - apertura 60)- manicotto laterale (superficie 150 cm)

Software by: Dr.D.MERLIN - 0425/840820


PROVA PENETROMETRICA STATICA CPT 2DIAGRAMMA DI RESISTENZA 2.01PG05-062

- committente : Studio BL - data : 04/01/2011- lavoro : - quota inizio : Piano Campagna - localit : Pontecchio Marconi - prof. falda : Falda non rilevata

- scala vert.: 1 : 100

m. m.0,0 0,0

1,0 1,0

2,0 2,0

3,0 3,0

4,0 4,0

5,0 5,0

6,0 6,0

7,0 7,0

8,0 8,0

9,0 9,0

10,0 10,0

11,0 11,0

12,0 12,0

13,0 13,0

14,0 14,0

15,0 15,0

16,0 16,0

17,0 17,0

18,0 18,0

19,0 19,0

20,0 20,0

qc fs(kg/cm) (kg/cm)0

0

20

20

40

40

60

60

80

80

100

100

120

120

140

140

160

160

180

180

200

200

0,0

0,0

2,0

2,0

4,0

4,0

6,0

6,0



PROVA PENETROMETRICA STATICA CPT 2VALUTAZIONI LITOLOGICHE 2.01PG05-062

- committente : Studio BL - data : 04/01/2011- lavoro : - quota inizio : Piano Campagna - localit : Pontecchio Marconi - prof. falda : Falda non rilevata- note : - scala vert.: 1 : 100

Rp/RL (Litologia Begemann 1965 A.G.I. 1977) Rp - RL/Rp (Litologia Schmertmann 1978) Torbe ed

Argille organicheLimi ed Argille

Limi sabb.Sabbie lim.

Sabbie eSabbie e Ghiaie

m 0,0 0,0 0,0

1,0 1,0 1,0

2,0 2,0 2,0

3,0 3,0 3,0

4,0 4,0 4,0

5,0 5,0 5,0

6,0 6,0 6,0

7,0 7,0 7,0

8,0 8,0 8,0

9,0 9,0 9,0

10,0 10,0 10,0

11,0 11,0 11,0

12,0 12,0 12,0

13,0 13,0 13,0

14,0 14,0 14,0

15,0 15,0 15,0

16,0 16,0 16,0

17,0 17,0 17,0

18,0 18,0 18,0

19,0 19,0 19,0

20,0 20,0 20,0

5 15 30 60 120 200AO

Att

At

Am

Ac

Acc

ASL

SAL

Ss

Sm

Sd

SC



PROVA PENETROMETRICA STATICA CPT 2TABELLA PARAMETRI GEOTECNICI 2.01PG05-062


NATURA COESIVA NATURA GRANULAREProf. qc qc/fs Natura Y' d'vo Cu OCR Eu50 Eu25 Mo Dr 1s 2s 3s 4s dm my Amax/g E'50 E'25 Mom kg/cm (-) Litol. t/m kg/cm kg/cm (-) kg/cm kg/cm % () () () () () () (-) kg/cm kg/cm

0,20 -- -- ??? 1,85 0,04 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --0,40 -- -- ??? 1,85 0,07 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --0,60 11 15 2//// 1,85 0,11 0,54 45,0 91 137 42 -- -- -- -- -- -- -- -- -- -- --0,80 11 8 2//// 1,85 0,15 0,54 31,4 91 137 42 -- -- -- -- -- -- -- -- -- -- --1,00 9 7 2//// 1,85 0,19 0,45 19,1 77 115 38 -- -- -- -- -- -- -- -- -- -- --1,20 11 10 2//// 1,85 0,22 0,54 18,9 91 137 42 -- -- -- -- -- -- -- -- -- -- --1,40 22 25 4/:/: 1,85 0,26 0,85 27,6 144 216 66 53 35 38 40 42 36 28 0,111 37 55 661,60 34 27 4/:/: 1,85 0,30 1,13 33,6 193 289 102 65 37 39 41 43 38 29 0,143 57 85 1021,80 33 21 4/:/: 1,85 0,33 1,10 28,0 187 281 99 61 37 39 41 43 37 29 0,132 55 83 992,00 48 30 4/:/: 1,85 0,37 1,60 39,2 272 408 144 71 38 40 42 44 38 31 0,162 80 120 1442,20 43 4 4/:/: 1,85 0,41 1,43 30,3 244 366 129 65 37 39 41 43 37 30 0,144 72 108 1292,40 89 67 3:::: 1,85 0,44 -- -- -- -- -- 88 40 42 43 45 40 33 0,216 148 223 2672,60 301 -- 3:::: 1,85 0,48 -- -- -- -- -- 100 42 43 45 46 45 40 0,258 502 753 903


Sicep di Baldi Simone e Polenta Ruggiero sncViale della Repubblica, 4060030 Santa Maria Nuova (AN) Riferimento: 4-1-11

PROVA PENETROMETRICA DINAMICA n 2TABELLE VALORI DI RESISTENZA

- indagine : Sudio BL - data : 04/01/2011- cantiere : - quota inizio : - 2.60 mt. dal p.c. - localit : Pontecchio Marconi - prof. falda : Falda non rilevata- note : - pagina : 1

Prof.(m) N(colpi p) Rpd(kg/cm) N(colpi r) asta Prof.(m) N(colpi p) Rpd(kg/cm) N(colpi r) asta0,00 - 0,20 ---- ---- ---- 1 3,60 - 3,80 10 77,4 ---- 50,20 - 0,40 ---- ---- ---- 1 3,80 - 4,00 8 61,9 ---- 50,40 - 0,60 ---- ---- ---- 2 4,00 - 4,20 24 185,7 ---- 50,60 - 0,80 ---- ---- ---- 2 4,20 - 4,40 24 185,7 ---- 50,80 - 1,00 ---- ---- ---- 2 4,40 - 4,60 23 166,9 ---- 61,00 - 1,20 ---- ---- ---- 2 4,60 - 4,80 23 166,9 ---- 61,20 - 1,40 ---- ---- ---- 2 4,80 - 5,00 22 159,7 ---- 61,40 - 1,60 ---- ---- ---- 3 5,00 - 5,20 22 159,7 ---- 61,60 - 1,80 ---- ---- ---- 3 5,20 - 5,40 21 152,4 ---- 61,80 - 2,00 ---- ---- ---- 3 5,40 - 5,60 17 116,2 ---- 72,00 - 2,20 ---- ---- ---- 3 5,60 - 5,80 18 123,0 ---- 72,20 - 2,40 ---- ---- ---- 3 5,80 - 6,00 19 129,8 ---- 72,40 - 2,60 37 306,4 ---- 4 6,00 - 6,20 14 95,7 ---- 72,60 - 2,80 74 612,8 ---- 4 6,20 - 6,40 20 136,7 ---- 72,80 - 3,00 65 538,3 ---- 4 6,40 - 6,60 22 142,1 ---- 83,00 - 3,20 49 405,8 ---- 4 6,60 - 6,80 15 96,9 ---- 83,20 - 3,40 31 256,7 ---- 4 6,80 - 7,00 45 290,6 ---- 83,40 - 3,60 17 131,5 ---- 5

- PENETROMETRO DINAMICO tipo : TG 63-100 ISM.C- M (massa battente)= 63,50 kg - H (altezza caduta)= 0,75 m - A (area punta)= 20,43 cm - D(diam. punta)= 51,00 mm- Numero Colpi Punta N = N(20) [ = 20 cm ] - Uso rivestimento / fanghi iniezione : NO



PROVA PENETROMETRICA DINAMICA n 2DIAGRAMMA NUMERO COLPI PUNTA - Rpd

Scala 1: 50 - indagine : Sudio BL - data : 04/01/2011- cantiere : - quota inizio : - 2.60 mt. dal p.c. - localit : Pontecchio Marconi - prof. falda : Falda non rilevata

N = N(20) numero di colpi penetrazione punta - avanzamento = 20 Rpd (kg/cm)m m

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PROVA PENETROMETRICA DINAMICA n 2DIAGRAMMA RESISTENZA DINAMICA PUNTA Scala 1: 50

- indagine : Sudio BL - data : 04/01/2011- cantiere : - quota inizio : - 2.60 mt. dal p.c. - localit : Pontecchio Marconi - prof. falda : Falda non rilevata

Rpd (kg/cm) Resistenza dinamica alla punta, formula "Olandese" N = N(20) n colpi = 20 m m

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PROVA PENETROMETRICA DINAMICA n 2ELABORAZIONE STATISTICA


n Profondit (m) PARAMETRO ELABORAZIONE STATISTICA VC A NsptM min Max (M+min) s M-s M+s

1 0,00 2,40 N 0,0 0 0 0,0 ---- ---- ---- 0 1,49 0Rpd 0,0 0 0 0,0 ---- ---- ---- 0

2 2,40 3,40 N 51,2 31 74 41,1 ---- ---- ---- 51 1,49 76Rpd 424,0 257 613 340,4 ---- ---- ---- 422

3 3,40 4,00 N 11,7 8 17 9,8 ---- ---- ---- 12 1,49 18Rpd 90,2 62 132 76,1 ---- ---- ---- 93

4 4,00 6,80 N 20,3 14 24 17,1 3,2 17,0 23,5 20 1,49 30Rpd 144,1 96 186 119,9 29,2 114,9 173,3 142

5 6,80 7,00 N 45,0 45 45 45,0 ---- ---- ---- 45 1,49 67Rpd 290,6 291 291 290,6 ---- ---- ---- 291

M: valore medio min: valore minimo Max: valore massimo s: scarto quadratico medioN: numero Colpi Punta prova penetrometrica dinamica (avanzamento = 20 cm ) Rpd: resistenza dinamica alla punta (kg/cm): Coefficiente correlazione con prova SPT (valore teorico t = 1,49) Nspt: numero colpi prova SPT (avanzamento = 20 cm )

Nspt - PARAMETRI GEOTECNICIn Prof.(m) LITOLOGIA Nspt NATURA GRANULARE NATURA COESI VA

DR ' E' Ysat Yd Cu Ysat W e1 0.00 2.40 ---- ---- 26.0 191 1.83 1.33 ---- 1.60 68 1.8332 2.40 3.40 76 94.8 44.3 777 2.21 1.94 4.75 2.70 ---- 0.0013 3.40 4.00 18 47.0 32.4 330 1.98 1.57 1.13 2.00 26 0.7084 4.00 6.80 30 65.0 36.0 423 2.05 1.69 1.88 2.14 18 0.4905 6.80 7.00 67 91.4 43.6 708 2.19 1.91 4.19 2.59 03 0.070

Nspt: numero di colpi prova SPT (avanzamento = 30 cm )

DR % = densit relativa ' () = angolo di attrit o efficace E' (kg/cm) = modulo di deformazione drenato W% = contenuto d'acquae (-) = indice dei vuoti Cu (kg/cm) = coesione non drenata Ysat, Yd (t/m) = peso di volume saturo e secco (rispettivamente) del terreno



PROVA PENETROMETRICA STATICA CPT 3LETTURE DI CAMPAGNA / VALORI DI RESISTENZA 2.01PG05-062


Prof. Letture di campagna qc fs qc/fs Prof. Letture di campagna qc fs qc/fs m punta laterale kg/cm m punta laterale kg/cm

0,20 ---- ---- -- ------ ---- 1,40 9,0 24,0 9,0 0,93 10,00,40 ---- ---- -- 0,67 ---- 1,60 11,0 25,0 11,0 0,60 18,00,60 16,0 26,0 16,0 0,93 17,0 1,80 22,0 31,0 22,0 1,27 17,00,80 14,0 28,0 14,0 1,20 12,0 2,00 35,0 54,0 35,0 1,27 28,01,00 13,0 31,0 13,0 1,00 13,0 2,20 348,0 367,0 348,0 ----- ----1,20 13,0 28,0 13,0 1,00 13,0

- PENETROMETRO STATICO tipo PAGANI da 10/20t - COSTANTE DI TRASFORMAZIONE Ct = 10 - Velocit Avanzamento punta 2 cm/s- punta meccanica tipo Begemann = 35.7 mm (area punta 10 cm - apertura 60)- manicotto laterale (superficie 150 cm)



PROVA PENETROMETRICA STATICA CPT 3DIAGRAMMA DI RESISTENZA 2.01PG05-062

- committente : Studio BL - data : 04/01/2011- lavoro : - quota inizio : Piano Campagna - localit : Pontecchio Marconi - prof. falda : Falda non rilevata

- scala vert.: 1 : 100

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PROVA PENETROMETRICA STATICA CPT 3VALUTAZIONI LITOLOGICHE 2.01PG05-062

- committente : Studio BL - data : 04/01/2011- lavoro : - quota inizio : Piano Campagna - localit : Pontecchio Marconi - prof. falda : Falda non rilevata- note : - scala vert.: 1 : 100

Rp/RL (Litologia Begemann 1965 A.G.I. 1977) Rp - RL/Rp (Litologia Schmertmann 1978) Torbe ed

Argille organicheLimi ed Argille

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Sabbie eSabbie e Ghiaie

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PROVA PENETROMETRICA STATICA CPT 3TABELLA PARAMETRI GEOTECNICI 2.01PG05-062


NATURA COESIVA NATURA GRANULAREProf. qc qc/fs Natura Y' d'vo Cu OCR Eu50 Eu25 Mo Dr 1s 2s 3s 4s dm my Amax/g E'50 E'25 Mom kg/cm (-) Litol. t/m kg/cm kg/cm (-) kg/cm kg/cm % () () () () () () (-) kg/cm kg/cm

0,20 -- -- ??? 1,85 0,04 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --0,40 -- -- ??? 1,85 0,07 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --0,60 16 17 2//// 1,85 0,11 0,70 62,3 118 177 52 -- -- -- -- -- -- -- -- -- -- --0,80 14 12 2//// 1,85 0,15 0,64 38,9 108 162 48 -- -- -- -- -- -- -- -- -- -- --1,00 13 13 2//// 1,85 0,19 0,60 27,6 103 154 47 -- -- -- -- -- -- -- -- -- -- --1,20 13 13 2//// 1,85 0,22 0,60 22,0 103 154 47 -- -- -- -- -- -- -- -- -- -- --1,40 9 10 2//// 1,85 0,26 0,45 12,5 77 115 38 -- -- -- -- -- -- -- -- -- -- --1,60 11 18 2//// 1,85 0,30 0,54 13,2 91 137 42 -- -- -- -- -- -- -- -- -- -- --1,80 22 17 4/:/: 1,85 0,33 0,85 20,1 144 216 66 47 35 37 39 42 35 28 0,096 37 55 662,00 35 28 4/:/: 1,85 0,37 1,17 26,4 198 298 105 60 36 38 41 43 37 29 0,131 58 88 1052,20 348 -- 3:::: 1,85 0,41 -- -- -- -- -- 100 42 43 45 46 45 40 0,258 580 870 1044



PROVA PENETROMETRICA DINAMICA n 3TABELLE VALORI DI RESISTENZA


Prof.(m) N(colpi p) Rpd(kg/cm) N(colpi r) asta Prof.(m) N(colpi p) Rpd(kg/cm) N(colpi r) asta0,00 - 0,20 ---- ---- ---- 1 1,40 - 1,60 ---- ---- ---- 30,20 - 0,40 ---- ---- ---- 1 1,60 - 1,80 ---- ---- ---- 30,40 - 0,60 ---- ---- ---- 2 1,80 - 2,00 ---- ---- ---- 30,60 - 0,80 ---- ---- ---- 2 2,00 - 2,20 25 222,8 ---- 30,80 - 1,00 ---- ---- ---- 2 2,20 - 2,40 41 365,3 ---- 31,00 - 1,20 ---- ---- ---- 2 2,40 - 2,60 35 289,9 ---- 41,20 - 1,40 ---- ---- ---- 2 2,60 - 2,80 100 828,2 ---- 4




PROVA PENETROMETRICA DINAMICA n 3DIAGRAMMA NUMERO COLPI PUNTA - Rpd

Scala 1: 50 - indagine : Sudio BL - data : 04/01/2011- cantiere : - quota inizio : - 2.20 mt. dal p.c. - localit : Pontecchio Marconi - prof. falda : Falda non rilevata

N = N(20) numero di colpi penetrazione punta - avanzamento = 20 Rpd (kg/cm)m m

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PROVA PENETROMETRICA DINAMICA n 3DIAGRAMMA RESISTENZA DINAMICA PUNTA Scala 1: 50

- indagine : Sudio BL - data : 04/01/2011- cantiere : - quota inizio : - 2.20 mt. dal p.c. - localit : Pontecchio Marconi - prof. falda : Falda non rilevata

Rpd (kg/cm) Resistenza dinamica alla punta, formula "Olandese" N = N(20) n colpi = 20 m m

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PROVA PENETROMETRICA DINAMICA n 3ELABORAZIONE STATISTICA


n Profondit (m) PARAMETRO ELABORAZIONE STATISTICA VC A NsptM min Max (M+min) s M-s M+s

1 0,00 2,00 N 0,0 0 0 0,0 ---- ---- ---- 0 1,49 0Rpd 0,0 0 0 0,0 ---- ---- ---- 0

2 2,00 2,80 N 50,3 25 100 37,6 ---- ---- ---- 50 1,49 74Rpd 426,5 223 828 324,7 ---- ---- ---- 424

M: valore medio min: valore minimo Max: valore massimo s: scarto quadratico medioN: numero Colpi Punta prova penetrometrica dinamica (avanzamento = 20 cm ) Rpd: resistenza dinamica alla punta (kg/cm): Coefficiente correlazione con prova SPT (valore teorico t = 1,49) Nspt: numero colpi prova SPT (avanzamento = 20 cm )



PENETROMETRO DINAMICO IN USO : TG 63-100 ISM.C

Classificazione ISSMFE (1988) dei penetrometri dinamiciTIPO Sigla riferimento Peso Massa Battente

M (kg)Leggero DPL (Light) M 10Medio DPM (Medium) 10 < M < 40Pesante DPH (Heavy) 40 M < 60Super pesante DPSH (Super Heavy) M 60

CARATTERISTICHE TECNICHE : TG 63-100 ISM.C

PESO MASSA BATTENTE M = 63,50 kgALTEZZA CADUTA LIBERA H = 0,75 mPESO SISTEMA BATTUTA Ms = 0,63 kgDIAMETRO PUNTA CONICA D = 51,00 mmAREA BASE PUNTA CONICA A = 20,43 cmANGOLO APERTURA PUNTA = 90 LUNGHEZZA DELLE ASTE La = 1,00 mPESO ASTE PER METRO Ma = 6,31 kgPROF. GIUNZIONE 1 ASTA P1 = 0,40 mAVANZAMENTO PUNTA = 0,20 mNUMERO DI COLPI PUNTA N = N(20) Relativo ad un avanzamento di 20 cmRIVESTIMENTO / FANGHI NO

ENERGIA SPECIFICA x COLPO Q = (MH)/(A) = 11,66 kg/cm ( prova SPT : Qspt = 7.83 kg/cm )COEFF.TEORICO DI ENERGIA t = Q/Qspt = 1,489 ( teoricamente : Nspt = t N)

Valutazione resistenza dinamica alla punta Rpd [funzione del numero di colpi N] (FORMULA OLANDESE) :Rpd = M H / [A e (M+P)] = M H N / [A (M+P)]

Rpd = resistenza dinamica punta [ area A] M = peso massa battente (altezza caduta H) e = infissione per colpo = / N P = peso totale aste e sistema battuta

UNITA' di MISURA (conversioni)1 kg/cm = 0.098067 MPa1 MPa = 1 MN/m = 10.197 kg/cm1 bar = 1.0197 kg/cm = 0.1 MPa1 kN = 0.001 MN = 101.97 kg


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WELL TEST ANALYSISData Set: S:\...\Bortolotti PZ2 2011-02-02.aqtDate: 03/02/11 Time: 15:07:05

PROJECT INFORMATIONCompany: Studio BLClient: Bortolotti s.n.c.Location: Sasso Marconi - BOTest Well: PZ2Test Date: 02/02/2011

AQUIFER DATASaturated Thickness: 2.92 m Anisotropy Ratio (Kz/Kr): 1.

WELL DATA (PZ2)Initial Displacement: 0.681 m Static Water Column Height: 3.32 mTotal Well Penetration Depth: 3.32 m Screen Length: 3.32 mCasing Radius: 0.03175 m Well Radius: 0.0635 m

SOLUTIONAquifer Model: Unconfined Solution Method: Bouwer-RiceK = 0.0001437 m/sec y0 = 0.09025 m

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SOLUTIONAquifer Model: Unconfined Solution Method: Bouwer-RiceK = 6.29E-5 m/sec y0 = 0.04451 m

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10 Relazione Geologica-Sismica

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