INTESTAZIONE LABORATORIO 2014 Model...

Progettisti:

Resp. del progetto - Prog. arch. e coordinam.

Von Gerkan, Marg und Partner - gmp GmbH

Arch. Volkwin Marg

Progettazione strutture

Werner Sobek Stuttgart GmbH e Co.

Ing. Michael Duder

Progettazione impianti

Studio TI Soc. Cooperativa

Ing. Ennio Menotti

Progettazione del verde

LAND Milano srl

Arch. Andreas Kipar

Geologo

Dott. Aldo Antoniazzi

Coordinam. operativo

Arch. Clemens Kusch

10.04.2015

PROGETTO DEFINITIVO - 1° LOTTO

LABORATORIO 2014

B.10B10_LAB_2014

elletipi s.r.l.

Sede legale ed operativa: Via Annibale Zucchini, 69 - 44100 FERRARA

tel. 0532/56771; fax 0532/56119 e-mail: [email protected] sito: www.elletipi.it

® P IVA e Codice Fiscale n. 00174600387

COMMITTENTE: FINANZIARIA BOLOGNA METROPOLITANA Spa

CANTIERE: Ex Manifattura Tabacchi - Via della Manifattura (BO)

CAMPIONE: S1 SH1 da 4.00 a 4.60 m

COMMESSA: 12834/14

VERBALE ACC.: 108/14

DATA CONSEGNA: 08/04/14

il campione è stato conservato in vasca umida termostatica

bilancia cod. 480 - stufa 567 - picnometro 545

Il campione è stato conservato in vasca a temperatura ed umidità controllate.

59

Grado di qualità del campione: Q5

W naturale (%) 31.3(norma ASTM D 2216)

γγγγ naturale(Mg/m3) 1.88

(IBS 1377)

120 40 γγγγ secco (Mg/m3) 1.43

γγγγ immerso (Mg/m3) 0.89

porosità (%) 46

indice dei vuoti 0.85

130 40 grado di saturazione (%) 97

massa specifica (Mg/m3) 2.646

Note: -

lo Sperimentatore: Il Direttore del Laboratorio terre:

dott. Luciano Rossi dott. geol. (Dottore di Ricerca):Gianluca Ferioli

4.00

4.60

LUNGHEZZA CAMPIONE cm

PROVE ESEGUITE: Granulometria, limiti di consistenza, peso specifico,

edometria, taglio CD residuoP.P.

kPa

V.T.

kPa

Laboratorio Geotecnico autorizzato con Dec. n. 9199 del 10/10/2011, art. 59 del D.P.R. 380/2001, Circolari Ministeriali 7618/STC e 7619/STC

SCHEDA GENERALE DEL CAMPIONE

ASPETTO MACROSCOPICO DEL CAMPIONE:

argilla con limo marrone-verde

m_GEO 22 (rev. 0 del 07/97) S1SH1-GENERALE-cert

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COMMESSA: 12834/14 DURATA PROVE: 01 - 24/04/14

VERBALE ACC.: 108/14 DATA CONSEGNA: 08/04/14

GEO - CERT. n°: G141455 rev.00 del: 24/04/14


cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 6.25 6.01

temperatura (°C): 22.0 22.0

picnometro + acqua (g): 149.68 149.68

picnometro + terra (g): 153.56 153.42

fattore K 0.9996 0.9996

Peso specifico determinato (Mg/m3): 2.641 2.651

2.646

Lo Sperimentatore: Il Direttore del Laboratorio terre:

dott. Luciano Rossi dott. geol. (dottore di ricerca) Gianluca Ferioli


DETERMINAZIONE DEL PESO SPECIFICO CON PICNOMETRO

ASTM D 854

Peso specifico calcolato (Mg/m3):



m_GEO 22 (rev. 01 del 07/11)

S1SH1-GENERALE-cert

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codice cucchiaio: 344; codice bilancia: 480.

UMIDITA'

impasto 1 2 3 1 2

N° colpi 20 26 31

massa umida+ tara (g) 31.40 30.11 30.05 10.60 10.87 471.02

massa secca+ tara (g) 19.76 19.12 19.26 9.25 9.42 432.40

acqua contenuta (g) 11.64 10.99 10.79 1.35 1.45 38.62

tara (g) 2.47 2.33 2.32 2.58 2.35 309.19

peso secco (g) 17.29 16.79 16.94 6.67 7.07 123.21

contenuto d'acqua 67.3% 65.5% 63.7% 20.2% 20.5% 31.3%

Umidità Naturale Wn = 31%

Limite Liquido LL = 66%

Limite Plastico LP = 20%

Indice Plastico IP = 45%



LIMITE LIQUIDO LIMITE PLASTICO




LIMITI DI ATTERBERG (norma ASTM D4318 metodo A)

2026

31

60%

80%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S1SH1-GENERALE-cert

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VERBALE ACC.: 108/14 DATA CONSEGNA: 08/04/14GEO - CERT. n°: G141457 rev.00 del: 24/04/14il campione è stato conservato in vasca umida termostatica Codici strumentazione: bilancia 480, stufa 567, picnometro 151H, densimetro 348, mescolatore 432.

codici vaglio trattenuto trattenuto cum. tratt. passante

(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.09 0.07 0.07 99.93

- calcolato 0.0544 6.97 5.32 5.39 94.61

- calcolato 0.0390 4.20 3.21 8.59 91.41

- calcolato 0.0280 4.20 3.21 11.80 88.20

- calcolato 0.0179 4.20 3.21 15.01 84.99

- calcolato 0.0128 4.20 3.21 18.22 81.78

- calcolato 0.0093 8.40 6.41 24.63 75.37

- calcolato 0.0067 8.40 6.41 31.05 68.95

- calcolato 0.0048 4.20 3.21 34.25 65.75- calcolato 0.0028 8.40 6.41 40.67 59.33


fondo 48.32 36.88 100.00 0.00

TOTALE 131.00 φ max (mm) = 0.1

t° C Tempo (s) Lettura

20 30 33.0

20 60 32.0

20 120 31.0

20 300 30.0

20 600 29.0

20 1200 27.0

20 2400 25.0

20 4800 24.0

20 14400 22.0

20 86400 18.0

20 172800 15.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.1% 3.8%

LIMO > 2 µ > 2 µ45.9% 42.2%

ARGILLA < 2 µ < 2 µ54.0% 54.0%

Soluzione disperdente preparata al momento

Lo Sperimentatore: Il Direttore del Laboratorio:dott. Luciano Rossi dott. geol. (dottore di ricerca) Gianluca Ferioli

50.00

Rapporti granulometrici

Passante effettivo setaccio

0.075 (g) in areometro



ANALISI GRANULOMETRICA (per setacciatura e sedimentazione) norma A.S.T.M. D 422 e raccomandazioni A.G.I. 1994


0

20

40

60

80

100

0.0001 0.001 0.01 0.1 1 10 100apertura vagli (mm)

passante

(%

)

m_GEO 22 (rev. 01 del 07/11)S1SH1-GENERALE-cert

PAG 10 DI 10

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P.IVA e Codice Fiscale n.00174600387® sito: www.elletipi.it - email: [email protected]



CAMPIONE: S1 SH1 PROFONDITA': da 4.00 a 4.60 m




Il campione è stato conservato in vasca umidostatica

CODICI STRUMENTAZIONE: calibro 12; bilancia 480; trasduttori LVDT 540, 540, 543, 544; SG 539, 542.

Macchina: CONTROLS T206 Electronic/T207 Digital

Prova: CONSOLIDATA DRENATA

Dimensioni provino: l x h = 60 x 23 mm

Velocità prova: 0,004 mm/min

NATURA DEL CAMPIONE: argilla con limo marrone-verde

PROVINO 1 PROVINO 2 PROVINO 3

σv (kPa) 100 200 300

W ini (%) 31.3 31.3 31.3

γ ini (Mg/m3) 1.88 1.87 1.87

γd ini (Mg/m3) 1.43 1.42 1.43

S ini (%) 98 96 97

W fin (%) 31.4 29.5 29.1

γ fin (Mg/m3) 1.90 1.93 1.93

γd fin (Mg/m3) 1.45 1.49 1.49

S fin (%) 100 100 100

G (Mg/m3) 2.646

H fine cons (mm) 23.193 23.055 22.867

Il Direttore del Laboratorio terre: Lo Sperimentatore:

dott. geol. (dottore di ricerca) Gianluca Ferioli dott. Luciano Rossi

PROVA DI TAGLIO DIRETTO (norma ASTM D 3080)


0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Spostamento orizzontale (mm)

Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.10

0.00

0.10

0.20

0.30

0.40

0.50

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

spostamento orizzontale (mm)

De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa

m_GEO 23 (rev.1 del 01/1) S1SH1-TACD-cert

1 di 4

G6026/Sistema Qualità Elletipi s.r.l.











PROVINO 1 100 kPa PROVINO 2 200 kPa PROVINO 3 300 kPa

Def.or. (mm) Tensione (kPa) Def.ver. (mm) Def.or. (mm) Tensione (kPa) Def.ver. (mm) Def.or. (mm) Tensione (kPa) Def.ver. (mm)

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.126 9.167 -0.011 0.116 10.198 0.039 0.087 40.950 0.019

0.431 51.389 -0.015 0.368 90.323 0.055 0.378 146.900 0.029

0.841 65.000 -0.020 0.797 110.302 0.076 0.793 164.900 0.028

1.312 68.750 -0.021 1.224 120.499 0.085 1.233 164.700 0.025

1.751 69.306 -0.026 1.673 123.933 0.090 1.694 163.700 0.025

2.193 69.861 -0.027 2.084 127.575 0.092 2.132 160.050 0.023

2.646 69.583 -0.031 2.549 127.888 0.099 2.597 159.000 0.024

3.089 70.139 -0.033 2.986 128.720 0.101 3.054 157.200 0.023

3.555 69.583 -0.036 3.470 128.928 0.107 3.527 156.450 0.023

3.994 69.028 -0.037 3.903 128.928 0.110 3.950 155.250 0.022

4.436 68.750 -0.038 4.336 128.928 0.113 4.391 153.150 0.021

4.880 68.611 -0.040 4.792 129.553 0.116 4.869 151.500 0.020

5.336 68.611 -0.040 5.240 128.408 0.118 5.301 151.200 0.020

5.801 67.778 -0.041 5.715 129.448 0.122 5.782 150.000 0.016

6.266 67.222 -0.041 6.151 129.136 0.125 6.198 149.250 0.013

6.715 66.111 -0.044 6.611 129.448 0.129 6.678 148.500 0.009

7.181 65.694 -0.044 7.064 130.489 0.130 7.134 148.200 0.002

7.633 64.861 -0.044 7.528 132.154 0.130 7.574 148.050 0.000

8.048 64.444 -0.044 7.951 132.674 0.129 8.019 148.200 -0.005

8.512 63.472 -0.044 8.408 132.674 0.129 8.483 145.650 -0.010

8.943 61.806 -0.046 8.854 132.778 0.130 8.936 145.650 -0.015

9.398 61.389 -0.046 9.304 133.715 0.133 8.936 0.000 0.222

9.398 0.000 0.111 9.758 132.882 0.133 9.231 93.889 0.222

9.822 32.500 0.111 10.200 130.905 0.133 9.673 110.556 0.225

10.040 30.000 0.114 10.200 0.000 0.401 10.111 116.111 0.225

10.481 31.250 0.118 10.473 18.522 0.401 10.572 118.333 0.226

10.953 30.139 0.120 10.832 60.562 0.401 11.015 120.278 0.226

11.387 32.083 0.120 11.258 70.864 0.400 11.463 122.222 0.227

11.841 30.556 0.124 11.699 73.465 0.400 11.937 123.333 0.228

12.280 33.333 0.126 12.152 75.338 0.403 12.386 121.944 0.228

12.743 31.250 0.125 12.574 77.211 0.408 12.818 121.389 0.228

13.196 32.778 0.124 13.048 78.252 0.412 13.268 120.833 0.228

13.629 33.750 0.124 13.482 78.148 0.414 13.718 120.833 0.227

14.092 34.722 0.124 13.986 78.980 0.416 14.173 121.944 0.227

14.534 35.556 0.125 14.380 78.564 0.418 14.648 120.833 0.223

15.004 36.389 0.125 14.854 79.292 0.423 15.076 119.167 0.219

15.454 36.389 0.124 15.374 80.645 0.425 15.526 116.944 0.217

15.886 36.667 0.123 15.840 81.582 0.426 16.006 118.056 0.211

16.330 37.917 0.122 16.295 82.518 0.427 16.426 116.944 0.207

16.813 38.750 0.122 16.733 83.351 0.429 16.869 115.833 0.203

17.237 39.167 0.122 17.203 84.079 0.429 17.336 116.667 0.198

17.685 39.861 0.121 17.652 85.016 0.429 17.790 116.944 0.191

18.153 40.556 0.122 18.105 85.744 0.431 18.233 116.944 0.185

18.595 40.417 0.121 18.534 86.785 0.431 18.652 116.667 0.178



Consolidazione Provino 1 Consolidazione Provino 2 Consolidazione Provino 3

100 kPa 200 kPa 300 kPa

Tempo (min) Dh (mm) Tempo (min) Dh (mm) Tempo (min) Dh (mm)

H0 0.000 H0 0.000 H0 0.000

0.08 0.006 0.08 0.009 0.08 0.035


2 di 4












0.14 0.011 0.14 0.020 0.14 0.074

0.23 0.017 0.23 0.033 0.23 0.133

0.39 0.026 0.39 0.045 0.39 0.175

1.08 0.064 1.08 0.080 1.08 0.255

1.81 0.092 1.81 0.118 1.81 0.294

5.05 0.131 5.05 0.178 5.05 0.370

8.44 0.142 8.44 0.208 8.44 0.404

14.09 0.149 14.09 0.234 14.09 0.425

39.29 0.148 39.29 0.284 39.29 0.451

65.61 0.150 65.61 0.298 65.61 0.460

109.58 0.153 109.58 0.302 109.58 0.469

182.98 0.155 182.98 0.305 182.98 0.474

305.58 0.158 305.58 0.305 305.58 0.479

510.33 0.161 510.33 0.305 510.33 0.483

852.27 0.164 852.27 0.305 852.27 0.484

1423.30 0.167 1423.30 0.305 1423.30 0.493

(Bishop ed Henkel)


dott. geol. Gianluca Ferioli dott. Luciano Rossi

4.8

5.3

Provino 2

13.8

Provino 3

Provino 1

t100 min

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4



P.IVA e Codice Fiscale n.00174600387

sito: www.elletipi.it - email: [email protected]

® Laboratorio aut. dal Ministero Infrastrutture e Trasporti P.C.S. LL.PP. S.T.C. in base al D.P.R. n. 380/01 art. 59 circ. n. 349/99 Dec. n° 53362 del 06/05/2005



CAMPIONE: S1 SH1


VERBALE ACC.: 108/14 DATA CONSEGNA: 41737

Il presente elaborato non è parte del certificato di prova cui è allegato, è solo un'interpreazione soggettiva dei risultati di prova.


Pressione verticale (kPa) 100 200 300

Tensione di taglio PICCO (kPa) 70.14 133.71 164.90

Tensione di taglio RESIDUO (kPa) 38.72 83.71 116.87

Coesione: 28.16 kPa Angolo di attrito: 25°



VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

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Sede legale, operativa, amm.va: via Zucchini, 69 - 44100 FERRARA


® sito: www.elletipi.it - email: [email protected]




COMMESSA: 12834/14 DURATA PROVE DAL: 01/04/14 AL 15/04/14



edometro n: Ed 15 bilancia cod. 480 - calibro cod. 570 - picnometro cod. 545


Dp DH epsilon e e (t100) av mv M

(kPa) (mm) (%) (cm2/daN) (cm

2/daN) (MPa)

12.3 0.090 0.45 0.830 0.830

24.5 0.359 1.80 0.805 0.810 0.202 0.110 0.91

49.1 0.781 3.91 0.767 0.770 0.158 0.086 1.16

98.1 1.357 6.78 0.714 0.719 0.108 0.059 1.70

196.2 2.066 10.33 0.648 0.653 0.066 0.036 2.77

392.4 2.935 14.68 0.569 0.572 0.041 0.022 4.52

784.8 3.871 19.35 0.483 0.486 0.022 0.012 8.39

1569.6 4.693 23.47 0.407 0.414 0.010 0.005 19.08

3139.2 5.567 27.84 0.327 0.331 0.005 0.003 35.93

784.8 5.293 26.46 0.352 0.350

196.2 4.834 24.17 0.394 0.392

49.1 4.369 21.85 0.437 0.430

Dati provino Iniziale Finale

Altezza provino (mm) 20.000 15.631

Umidità (%): 31.3 16.5

Massa volumica apparente (Mg/m3): 1.89 2.15

Massa volumica apparente secca (Mg/m3): 1.44 1.84

Indice dei vuoti: 0.84 0.44

Grado di Saturazione (%): 98.9 100.0

Massa volumica reale (Mg/m3) 2.65

Il Direttore del Laboratorio terre: lo Sperimentatore:

dott.geol. (Dottore di Ricerca):Gianluca Ferioli dott. Luciano Rossi

Laboratorio autorizzato ai sensi dell' art. 59 del DPR 380/2001 con Decreto n° 9199 del 10/10/2011 per l' esecuzione di prove secondo le Circolari Ministeriali 7618/STC e 7619/STC

PROVA DI CONSOLIDAZIONE EDOMETRICA

norma ASTM D 2435 - method A

INCREMENTO DI CARICO kPa

0

1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa

m_GEO 10 (rev. 03 del 08/11) S1SH1_EDO-cert

pagina 1 di 9

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0

5

10

15

20

25

30

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.40

0.50

0.60

0.70

0.80

0.90

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.087 0.282 0.541 0.891 1.436 2.508

0.14 0.087 0.283 0.543 0.894 1.442 2.514

0.23 0.087 0.284 0.545 0.900 1.453 2.523

0.39 0.087 0.285 0.548 0.907 1.465 2.535

1.08 0.088 0.287 0.562 0.937 1.501 2.569

1.81 0.088 0.289 0.574 0.962 1.528 2.588

5.05 0.088 0.296 0.610 1.045 1.603 2.644

8.44 0.089 0.299 0.626 1.086 1.653 2.682

14.09 0.089 0.302 0.645 1.129 1.713 2.725

39.29 0.089 0.311 0.682 1.191 1.833 2.820

65.61 0.089 0.316 0.701 1.223 1.883 2.855

109.58 0.090 0.323 0.716 1.251 1.926 2.880

182.98 0.090 0.330 0.735 1.281 1.965 2.896

305.58 0.090 0.338 0.749 1.308 2.005 2.911

510.33 0.090 0.345 0.760 1.333 2.042 2.920

852.27 0.090 0.353 0.772 1.349 2.063 2.930

1423.30 0.090 0.359 0.781 1.357 2.066 2.935

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 3.297 3.987 4.804 5.500 5.260 4.810

0.14 3.304 3.994 4.811 5.497 5.256 4.810

0.23 3.317 4.006 4.825 5.488 5.247 4.807

0.39 3.345 4.019 4.841 5.474 5.242 4.804

1.08 3.370 4.079 4.898 5.441 5.212 4.797

1.81 3.405 4.140 4.955 5.424 5.188 4.790

5.05 3.471 4.291 5.100 5.390 5.124 4.770

8.44 3.521 4.349 5.167 5.374 5.088 4.755

14.09 3.583 4.416 5.242 5.357 5.059 4.734

39.29 3.710 4.538 5.380 5.330 5.003 4.665

65.61 3.757 4.580 5.430 5.316 4.974 4.617

109.58 3.791 4.610 5.466 5.309 4.942 4.555

182.98 3.815 4.643 5.502 5.304 4.906 4.487

305.58 3.836 4.655 5.529 5.299 4.864 4.447

510.33 3.855 4.671 5.548 5.297 4.848 4.419

852.27 3.867 4.683 5.566 5.295 4.838 4.395

1423.30 3.871 4.693 5.567 5.293 4.834 4.369



cedimenti (mm) agli incrementi di carico (kPa)



pagina 3 di 9


elletipi s.r.l.













0.0

1.0

2.0

3.0

4.0

5.0

6.0

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 1.357

®0.08 1.436

0.14 1.442

0.23 1.453

0.39 1.465

1.08 1.501

1.81 1.528

5.05 1.603

8.44 1.653

14.09 1.713

39.29 1.833

65.61 1.883

109.58 1.926

182.98 1.965

305.58 2.005

510.33 2.042

852.27 2.063

1423.30 2.066

t50 (min) 14.69

t50 (sec) 881

k (m/s) 6.64E-11

Cv (cm2/s) 1.87E-04

C alfa 2.95E-03

Pressione

da(kPa) 98.1

a (kPa) 196.2



CAMPIONE/PROFONDITA': S1 SH1 COMMESSA: 12834/14

DATA DI CONSEGNA: 08/04/14 VERBALE ACC.: 108/14

DURATA DELLE PROVE DAL: 04/04/14 CERTIFICATO n°: G141464

AL: 05/04/14 rev.0 del: 24/04/14




Natura del Campione:

elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

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Calcolo dei Coefficienti di Consolidazione primario e secondario

norma ASTM D 2435

2.03

1.72

1.43

1.53

1.63

1.73

1.83

1.93

2.03

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)

G6016 - Sistema Qualità Elletipi s.r.l.

S1SH1_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 2.066

®0.08 2.508

0.14 2.514

0.23 2.523

0.39 2.535

1.08 2.569

1.81 2.588

5.05 2.644

8.44 2.682

14.09 2.725

39.29 2.820

65.61 2.855

109.58 2.880

182.98 2.896

305.58 2.911

510.33 2.920

852.27 2.930

1423.30 2.935

t50 (min) 9.17

t50 (sec) 550

k (m/s) 5.96E-11

Cv (cm2/s) 2.74E-04

C alfa 1.88E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 06/04/14 rev.0 del: 24/04/14





elle

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norma ASTM D 2435

2.90

2.69

2.50

2.55

2.60

2.65

2.70

2.75

2.80

2.85

2.90

2.95

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S1SH1_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 2.935

®0.08 3.297

0.14 3.304

0.23 3.317

0.39 3.345

1.08 3.370

1.81 3.405

5.05 3.471

8.44 3.521

14.09 3.583

39.29 3.710

65.61 3.757

109.58 3.791

182.98 3.815

305.58 3.836

510.33 3.855

852.27 3.867

1423.30 3.871

t50 (min) 10.06

t50 (sec) 603

k (m/s) 2.63E-11

Cv (cm2/s) 2.25E-04

C alfa 2.05E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 07/04/14 rev.0 del: 24/04/14





elle

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norma ASTM D 2435

3.84

3.54

3.29

3.39

3.49

3.59

3.69

3.79

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S1SH1_EDO-cert

pagina 7 di 9

elletipi s.r.l.







COMMESSA: 12834/14 DURATA PROVE: 01/04/14



Pressione di preconsolidazione (σσσσ'p): 52.32 kPa

Grado di sovraconsolidazione (OCR): 1

con profondità falda m da p.c. = 2.30 peso di volume medio del terreno (kN/m3) = 18.91

Rapporto di compressione (CR): 0.145

Indice di compressione (Cc): 0.27

Rapporto di ricompressione (RR): 0.0547

Indice di ricompressione (Cr): 0.10

Rapporto di rigonfiamento (SR): 0.030

Indic di rigonfiamento (Cs): 0.05

Coeff. Cons. (Cv) tra: 98.1 e 196.2 1.87E-04 cm2/s



Coeff. Sec. (Cαααα) tra: 98.1 e 196.2 2.95E-03



Permeabilià tra (kPa): 98.1 e 196.2 6.64E-11 m/s




norma ASTM D 2435-method A

elletipi s.r.l.







COMMESSA: 12834/14






38




(IBS 1377)



porosità (%) 43




Note: -



15.50

15.80




kPa

V.T.

kPa




limo con argilla grigio scuro


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 6.85 7.23




fattore K 0.9998 0.9998


2.666





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S1SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 20 25 31




tara (g) 2.40 2.36 2.34 2.33 2.34 311.45

peso secco (g) 26.31 23.64 20.32 8.24 8.82 133.94













20 25 31

20%

40%

60%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S1SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.85 0.64 0.64 99.36

286 setaccio 0.075 0.25 0.19 0.83 99.17

- calcolato 0.0548 11.71 8.87 9.70 90.30

- calcolato 0.0399 8.37 6.34 16.04 83.96

- calcolato 0.0293 12.55 9.51 25.54 74.46

- calcolato 0.0190 8.37 6.34 31.88 68.12

- calcolato 0.0139 12.55 9.51 41.38 58.62

- calcolato 0.0100 8.37 6.34 47.72 52.28

- calcolato 0.0073 12.55 9.51 57.23 42.77



fondo 23.00 17.43 100.00 0.00



20 30 32.0

20 60 30.0

20 120 27.0

20 300 25.0

20 600 22.0

20 1200 20.0

20 2400 17.0

20 4800 15.0

20 14400 13.0

20 86400 11.0

20 172800 9.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.8% 7.2%

LIMO > 2 µ > 2 µ72.2% 65.9%

ARGILLA < 2 µ < 2 µ26.9% 26.9%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10
















NATURA DEL CAMPIONE: limo con argilla grigio scuro


σv (kPa) 100 200 300

W ini (%) 27.3 27.3 27.3

γ ini (Mg/m3) 1.93 1.94 1.94

γd ini (Mg/m3) 1.51 1.52 1.52

S ini (%) 96 97 97

W fin (%) 23.9 24.6 19.3

γ fin (Mg/m3) 2.02 2.01 2.10

γd fin (Mg/m3) 1.63 1.61 1.76

S fin (%) 100 100 100

G (Mg/m3) 2.666

H fine cons (mm) 19.736 19.556 19.299





0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.50

-0.40

-0.30

-0.20

-0.10

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

0.90

1.00

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.164 14.321 0.030 0.007 5.000 0.029 0.015 6.704 0.094

0.521 34.173 0.059 0.226 88.173 0.046 0.214 72.853 0.158

0.993 51.481 0.075 0.591 120.407 0.050 0.584 109.219 0.251

1.440 55.926 0.084 1.044 126.667 0.041 0.969 131.302 0.321

1.932 56.790 0.061 1.508 126.222 0.034 1.368 143.922 0.380

2.366 57.037 0.026 1.972 124.333 0.023 1.802 153.463 0.412

2.831 56.914 -0.038 2.426 122.864 0.013 2.234 157.197 0.438

3.287 56.667 -0.091 2.889 118.728 0.000 2.667 158.360 0.449

3.774 55.926 -0.154 3.388 115.914 -0.011 3.122 157.717 0.456

4.254 55.284 -0.205 3.901 109.753 -0.026 3.638 155.357 0.463

4.764 54.198 -0.259 4.394 105.840 -0.040 4.110 152.476 0.468

5.269 52.901 -0.296 4.878 103.914 -0.056 4.621 147.158 0.471

5.751 52.383 -0.339 5.349 102.716 -0.065 5.109 144.255 0.483

6.235 51.358 -0.371 5.832 98.136 -0.076 5.620 138.493 0.482

6.719 50.494 -0.400 6.309 95.765 -0.082 6.097 132.620 0.485

7.226 49.679 -0.418 6.803 94.617 -0.092 6.606 128.687 0.489

7.698 48.901 -0.429 7.288 92.123 -0.098 7.113 125.928 0.492

8.194 48.519 -0.432 7.795 88.086 -0.104 7.588 122.936 0.493

8.682 48.148 -0.427 8.266 86.519 -0.108 8.109 119.368 0.495

9.134 48.284 -0.426 8.756 85.383 -0.116 8.604 116.709 0.494

9.609 48.111 -0.419 9.240 83.852 -0.122 9.069 114.061 0.497

10.090 48.049 -0.403 9.710 82.840 -0.128 9.565 111.778 0.496

10.090 0.000 0.680 9.710 0.000 0.258 9.565 0.000 0.819

10.335 9.669 0.690 9.959 18.969 0.258 9.793 55.909 0.819

10.770 18.985 0.701 10.377 40.089 0.266 10.245 68.323 0.832

11.243 22.367 0.706 10.826 44.473 0.270 10.707 72.141 0.845

11.728 24.309 0.708 11.305 46.249 0.272 11.167 74.294 0.847

12.210 25.626 0.704 11.784 47.504 0.273 11.676 77.762 0.848

12.691 26.685 0.696 12.268 48.335 0.272 12.166 79.224 0.847

13.183 27.636 0.685 12.742 49.084 0.272 12.648 81.296 0.848

13.677 28.451 0.671 13.230 49.981 0.269 13.135 83.247 0.849

14.151 29.238 0.656 13.721 51.105 0.268 13.604 83.247 0.850

14.630 29.931 0.640 14.182 52.507 0.267 14.089 83.856 0.855

15.107 30.338 0.622 14.656 53.484 0.264 14.555 85.806 0.857

15.615 30.936 0.608 15.129 53.941 0.259 15.056 86.294 0.856

16.085 31.099 0.595 15.618 55.244 0.253 15.535 87.391 0.853

16.581 31.370 0.586 16.070 56.059 0.244 16.031 87.391 0.848

17.057 31.506 0.581 16.571 56.059 0.235 16.499 86.294 0.843

17.521 31.778 0.576 17.040 56.385 0.224 16.972 87.756 0.835

17.991 31.778 0.576 17.513 57.200 0.213 17.453 86.903 0.827

18.465 31.914 0.577 17.977 57.200 0.201 17.923 86.903 0.817




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.005 0.08 0.064 0.08 0.097


2 di 4












0.14 0.018 0.14 0.095 0.14 0.175

0.23 0.029 0.23 0.128 0.23 0.234

0.39 0.043 0.39 0.164 0.39 0.292

1.08 0.070 1.08 0.233 1.08 0.409

1.81 0.082 1.81 0.257 1.81 0.471

5.05 0.105 5.05 0.311 5.05 0.548

8.44 0.118 8.44 0.340 8.44 0.580

14.09 0.132 14.09 0.370 14.09 0.606

39.29 0.171 39.29 0.421 39.29 0.665

65.61 0.197 65.61 0.434 65.61 0.685

109.58 0.229 109.58 0.452 109.58 0.699

182.98 0.261 182.98 0.465 182.98 0.714

305.58 0.284 305.58 0.469 305.58 0.723

510.33 0.291 510.33 0.469 510.33 0.731

852.27 0.294 852.27 0.474 852.27 0.731

1423.30 0.294 1423.30 0.474 1423.30 0.731

(Bishop ed Henkel)



4.4

18.2

Provino 2

5.7

Provino 3

Provino 1

t100 min

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S1 SH2











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.











NATURA DEL CAMPIONE: limo con argilla grigio scuro



2/daN) (MPa)

12.3 0.011 0.05 0.745 0.745

24.5 0.049 0.24 0.742 0.743 0.027 0.015 6.51

49.1 0.136 0.68 0.734 0.735 0.031 0.018 5.63

98.1 0.281 1.41 0.722 0.724 0.026 0.015 6.73

196.2 0.707 3.54 0.685 0.687 0.038 0.022 4.61

392.4 1.265 6.33 0.636 0.639 0.025 0.014 7.03

784.8 1.881 9.40 0.582 0.585 0.014 0.008 12.75

1569.6 2.548 12.74 0.524 0.530 0.007 0.004 23.53

3139.2 3.271 16.36 0.461 0.467 0.004 0.002 43.37

784.8 3.093 15.46 0.476 0.476

196.2 2.847 14.24 0.498 0.497

49.1 2.490 12.45 0.529 0.526



Umidità (%): 27.3 19.8












0

1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

2

4

6

8

10

12

14

16

18

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

0.80

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.007 0.017 0.070 0.165 0.348 0.808

0.14 0.007 0.018 0.072 0.171 0.357 0.819

0.23 0.007 0.019 0.075 0.178 0.371 0.842

0.39 0.007 0.023 0.080 0.186 0.385 0.867

1.08 0.007 0.028 0.089 0.204 0.441 0.935

1.81 0.007 0.031 0.095 0.218 0.474 0.982

5.05 0.008 0.035 0.106 0.237 0.550 1.088

8.44 0.008 0.038 0.112 0.244 0.590 1.135

14.09 0.009 0.040 0.117 0.251 0.615 1.167

39.29 0.009 0.043 0.125 0.262 0.651 1.206

65.61 0.009 0.044 0.128 0.265 0.665 1.221

109.58 0.010 0.045 0.130 0.268 0.674 1.232

182.98 0.010 0.046 0.131 0.270 0.684 1.242

305.58 0.010 0.046 0.133 0.273 0.692 1.249

510.33 0.011 0.047 0.134 0.276 0.698 1.256

852.27 0.011 0.048 0.135 0.279 0.704 1.260

1423.30 0.011 0.049 0.136 0.281 0.707 1.265

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.384 2.014 2.698 3.165 3.053 2.813

0.14 1.400 2.031 2.718 3.161 3.040 2.810

0.23 1.421 2.060 2.750 3.154 3.026 2.804

0.39 1.453 2.090 2.780 3.146 3.008 2.796

1.08 1.537 2.190 2.888 3.131 2.975 2.777

1.81 1.590 2.245 2.949 3.125 2.956 2.759

5.05 1.709 2.368 3.077 3.111 2.920 2.714

8.44 1.752 2.407 3.120 3.105 2.898 2.679

14.09 1.781 2.436 3.152 3.101 2.883 2.641

39.29 1.815 2.474 3.192 3.098 2.864 2.572

65.61 1.829 2.488 3.208 3.097 2.861 2.547

109.58 1.841 2.501 3.224 3.097 2.857 2.532

182.98 1.851 2.513 3.235 3.096 2.855 2.519

305.58 1.860 2.523 3.247 3.095 2.852 2.511

510.33 1.869 2.532 3.256 3.094 2.850 2.503

852.27 1.875 2.541 3.264 3.093 2.848 2.497

1423.30 1.881 2.548 3.271 3.093 2.847 2.490






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.281

®0.08 0.348

0.14 0.357

0.23 0.371

0.39 0.385

1.08 0.441

1.81 0.474

5.05 0.550

8.44 0.590

14.09 0.615

39.29 0.651

65.61 0.665

109.58 0.674

182.98 0.684

305.58 0.692

510.33 0.698

852.27 0.704

1423.30 0.707

t50 (min) 2.28

t50 (sec) 137

k (m/s) 2.92E-10

Cv (cm2/s) 1.37E-03

C alfa 1.06E-03

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 05/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

e F

iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

ER

RA

RA

La

bo

rato

rio a

uto

rizza

to a

i se

nsi d

ell' a

rt. 59

de

l DP

R 3

80

/20

01

co

n D

ecre

to n

° 91

99

de

l 10

/10

/20

11

pe

r l' ese

cu

zio

ne

di p

rove

se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.67

0.49

0.34

0.39

0.44

0.49

0.54

0.59

0.64

0.69

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S1SH2_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.707

®0.08 0.808

0.14 0.819

0.23 0.842

0.39 0.867

1.08 0.935

1.81 0.982

5.05 1.088

8.44 1.135

14.09 1.167

39.29 1.206

65.61 1.221

109.58 1.232

182.98 1.242

305.58 1.249

510.33 1.256

852.27 1.260

1423.30 1.265

t50 (min) 1.91

t50 (sec) 115

k (m/s) 2.16E-10

Cv (cm2/s) 1.55E-03

C alfa 1.05E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 06/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

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e 7

61

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norma ASTM D 2435

1.23

0.99

0.80

0.85

0.90

0.95

1.00

1.05

1.10

1.15

1.20

1.25

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S1SH2_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.265

®0.08 1.384

0.14 1.400

0.23 1.421

0.39 1.453

1.08 1.537

1.81 1.590

5.05 1.709

8.44 1.752

14.09 1.781

39.29 1.815

65.61 1.829

109.58 1.841

182.98 1.851

305.58 1.860

510.33 1.869

852.27 1.875

1423.30 1.881

t50 (min) 1.53

t50 (sec) 92

k (m/s) 1.40E-10

Cv (cm2/s) 1.82E-03

C alfa 1.35E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 07/04/14 rev.0 del: 24/04/14





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norma ASTM D 2435

1.83

1.57

1.38

1.48

1.58

1.68

1.78

1.88

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S1SH2_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






29




(IBS 1377)



porosità (%) 41




Note: -



26.50

26.70




kPa

V.T.

kPa




argilla con limo grigio scuro


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 6.89 7.08




fattore K 0.9996 0.9998


2.700





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S1SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 19 26 32




tara (g) 2.40 2.34 2.25 2.32 2.28 310.21

peso secco (g) 18.35 15.08 17.70 6.45 7.04 137.66













19

2632

40%

60%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S1SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.15 0.11 0.11 99.89

- calcolato 0.0521 3.59 2.74 2.85 97.15

- calcolato 0.0374 4.15 3.17 6.02 93.98

- calcolato 0.0268 4.15 3.17 9.18 90.82

- calcolato 0.0172 4.15 3.17 12.35 87.65

- calcolato 0.0123 4.15 3.17 15.52 84.48

- calcolato 0.0089 6.23 4.75 20.27 79.73

- calcolato 0.0065 10.38 7.92 28.18 71.82



fondo 56.77 43.32 100.00 0.00



21 30 34.0

21 60 33.0

21 120 32.0

21 300 31.0

21 600 30.0

21 1200 28.5

21 2400 26.0

21 4800 23.5

21 14400 21.5

21 86400 19.5

21 172800 17.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.1% 1.8%

LIMO > 2 µ > 2 µ44.7% 43.0%

ARGILLA < 2 µ < 2 µ55.2% 55.2%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10














Dimensioni provino: φ x h = 60 x 20 mm


NATURA DEL CAMPIONE: argilla con limo grigio scuro


σv (kPa) 100 200 300

W ini (%) 25.4 25.4 25.4

γ ini (Mg/m3) 2.00 2.00 2.00

γd ini (Mg/m3) 1.59 1.60 1.59

S ini (%) 98 99 99

W fin (%) 23.1 22.3 20.4

γ fin (Mg/m3) 2.05 2.06 2.10

γd fin (Mg/m3) 1.66 1.69 1.74

S fin (%) 100 100 100

G (Mg/m3) 2.700

H fine cons (mm) 19.962 19.814 19.462





0

20

40

60

80

100

120

140

160

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.10

0.00

0.10

0.20

0.30

0.40

0.50

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.007 7.702 0.000 0.005 5.478 0.022 0.002 3.254 0.044

0.285 38.056 0.011 0.209 51.794 0.037 0.133 65.532 0.062

0.587 49.169 0.004 0.509 74.531 0.045 0.431 99.894 0.085

0.919 55.111 -0.014 0.846 88.576 0.045 0.773 122.042 0.104

1.261 56.950 -0.031 1.184 96.640 0.046 1.106 136.331 0.123

1.627 52.391 -0.042 1.534 98.849 0.049 1.440 145.306 0.139

1.977 48.304 -0.042 1.881 98.456 0.054 1.784 148.607 0.149

2.344 47.267 -0.042 2.257 96.098 0.057 2.169 144.929 0.156

2.710 46.544 -0.042 2.626 93.842 0.061 2.542 141.141 0.164

3.106 45.915 -0.043 3.010 91.571 0.065 2.914 137.227 0.173

3.431 45.176 -0.043 3.337 90.282 0.069 3.243 135.387 0.181

3.778 44.988 -0.044 3.694 89.370 0.072 3.609 133.753 0.188

4.138 44.831 -0.046 4.059 88.521 0.074 3.979 132.212 0.193

4.519 44.233 -0.048 4.422 87.570 0.076 4.325 130.908 0.199

4.891 43.809 -0.048 4.790 86.784 0.079 4.689 129.760 0.206

5.246 43.604 -0.048 5.158 86.124 0.083 5.070 128.644 0.214

5.584 43.023 -0.047 5.499 85.433 0.086 5.413 127.842 0.219

5.970 42.787 -0.042 5.870 85.197 0.092 5.770 127.607 0.226

6.343 42.708 -0.042 6.238 85.165 0.096 6.133 127.622 0.234

6.694 42.080 -0.041 6.597 84.820 0.101 6.499 127.559 0.242

7.033 41.875 -0.039 6.941 84.639 0.105 6.848 127.402 0.249

7.397 41.530 -0.040 7.301 84.458 0.107 7.205 127.387 0.254

7.781 41.388 -0.039 7.671 84.489 0.110 7.561 127.591 0.258

8.107 41.074 -0.039 8.008 84.324 0.112 7.909 127.575 0.262

8.464 40.806 -0.038 8.370 84.152 0.114 8.275 127.497 0.265

8.834 40.681 -0.036 8.738 83.821 0.116 8.642 126.962 0.268

9.206 40.366 -0.036 9.099 83.342 0.117 8.992 126.318 0.270

9.571 40.083 -0.034 9.282 20.042 0.009 8.992 0.000 0.052

9.571 0.000 0.370 9.375 0.000 0.211 9.178 31.234 0.052

10.091 18.926 0.370 9.501 28.357 0.223 9.431 56.714 0.075

10.378 29.442 0.378 9.924 49.609 0.231 9.756 80.292 0.091

10.691 37.160 0.378 10.226 63.725 0.239 10.073 98.008 0.099

11.045 38.213 0.380 10.548 73.274 0.241 10.405 107.989 0.104

11.419 38.040 0.384 10.894 76.355 0.246 10.742 111.605 0.112

11.773 37.458 0.385 11.261 77.062 0.253 11.103 112.076 0.122

12.134 37.333 0.388 11.626 77.047 0.260 11.479 112.076 0.135

12.516 37.191 0.387 11.987 77.196 0.268 11.840 112.076 0.147

12.880 37.097 0.387 12.348 77.141 0.274 12.180 111.605 0.161

13.200 37.128 0.386 12.702 77.109 0.281 12.524 111.290 0.175

13.568 37.112 0.385 13.049 77.149 0.287 12.897 110.347 0.188

13.935 36.782 0.384 13.415 77.039 0.293 13.261 110.819 0.201

14.312 36.877 0.385 13.768 76.661 0.299 13.601 110.819 0.214

14.664 36.861 0.387 14.144 76.528 0.307 13.975 110.347 0.229

15.008 36.421 0.386 14.499 76.339 0.315 14.333 109.247 0.242

15.361 36.295 0.390 14.848 75.899 0.321 14.687 108.775 0.255

15.758 36.248 0.389 15.206 75.655 0.329 15.051 108.304 0.267

16.109 36.106 0.391 15.583 75.365 0.334 15.407 107.518 0.279

16.462 36.044 0.391 15.940 75.042 0.342 15.771 106.260 0.292

16.797 36.122 0.394 16.290 74.767 0.347 16.118 107.046 0.302

17.184 35.996 0.396 16.637 74.453 0.354 16.477 106.889 0.313

17.570 35.761 0.395 17.020 74.076 0.360 16.855 107.989 0.324

17.895 35.949 0.394 17.388 73.675 0.365 17.205 107.518 0.334

18.235 35.761 0.395 17.723 73.510 0.369 17.551 107.518 0.344

18.621 35.588 0.396 17.913 107.518 0.354

18.994 35.886 0.397




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.016 0.08 0.021 0.08 0.035


2 di 4












0.14 0.022 0.14 0.034 0.14 0.081

0.23 0.033 0.23 0.050 0.23 0.149

0.39 0.042 0.39 0.060 0.39 0.229

1.08 0.062 1.08 0.087 1.08 0.371

1.81 0.072 1.81 0.095 1.81 0.406

5.05 0.085 5.05 0.124 5.05 0.472

8.44 0.092 8.44 0.140 8.44 0.491

14.09 0.098 14.09 0.159 14.09 0.505

39.29 0.105 39.29 0.192 39.29 0.545

65.61 0.106 65.61 0.207 65.61 0.559

109.58 0.107 109.58 0.219 109.58 0.572

182.98 0.108 182.98 0.228 182.98 0.589

305.58 0.107 305.58 0.237 305.58 0.593

510.33 0.107 510.33 0.246 510.33 0.598

852.27 0.107 852.27 0.252 852.27 0.602

1423.30 0.107 1423.30 0.256 1423.30 0.608

(Bishop ed Henkel)



2.8

3.7

Provino 2

14.5

Provino 3

Provino 1

t100 min

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S1 SH3











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.














2/daN) (MPa)

12.3 0.026 0.13 0.675 0.676

24.5 0.053 0.26 0.673 0.674 0.018 0.011 9.23

49.1 0.103 0.51 0.669 0.671 0.017 0.010 9.75

98.1 0.206 1.03 0.660 0.664 0.018 0.010 9.53

196.2 0.595 2.97 0.628 0.629 0.033 0.020 5.05

392.4 1.372 6.86 0.562 0.569 0.033 0.020 5.04

784.8 2.252 11.26 0.489 0.494 0.019 0.011 8.92

1569.6 3.127 15.63 0.415 0.419 0.009 0.006 17.95

3139.2 3.990 19.95 0.343 0.346 0.005 0.003 36.37

784.8 3.732 18.66 0.365 0.364

196.2 3.302 16.51 0.401 0.388

49.1 2.907 14.54 0.434 0.433



Umidità (%): 25.4 16.1












0

1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

5

10

15

20

25

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.003 0.005 0.012 0.023 0.298 0.676

0.14 0.003 0.006 0.012 0.025 0.303 0.682

0.23 0.003 0.007 0.013 0.028 0.308 0.695

0.39 0.004 0.007 0.015 0.034 0.315 0.714

1.08 0.007 0.013 0.022 0.055 0.332 0.762

1.81 0.008 0.016 0.028 0.066 0.345 0.798

5.05 0.012 0.024 0.046 0.093 0.385 0.881

8.44 0.014 0.028 0.054 0.109 0.410 0.942

14.09 0.016 0.032 0.062 0.125 0.441 1.012

39.29 0.019 0.038 0.075 0.150 0.506 1.156

65.61 0.020 0.041 0.080 0.161 0.536 1.213

109.58 0.021 0.043 0.085 0.170 0.556 1.256

182.98 0.022 0.045 0.089 0.178 0.571 1.294

305.58 0.023 0.047 0.093 0.185 0.581 1.320

510.33 0.024 0.049 0.096 0.193 0.587 1.339

852.27 0.025 0.051 0.100 0.200 0.591 1.358

1423.30 0.026 0.053 0.103 0.206 0.595 1.372

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.473 2.351 3.227 3.929 3.695 3.265

0.14 1.482 2.360 3.235 3.925 3.675 3.265

0.23 1.496 2.376 3.253 3.919 3.655 3.264

0.39 1.514 2.393 3.269 3.912 3.637 3.263

1.08 1.567 2.470 3.324 3.895 3.593 3.258

1.81 1.607 2.510 3.375 3.882 3.559 3.253

5.05 1.719 2.646 3.512 3.843 3.498 3.236

8.44 1.794 2.720 3.583 3.822 3.464 3.223

14.09 1.882 2.800 3.653 3.799 3.445 3.206

39.29 2.056 2.941 3.800 3.761 3.417 3.158

65.61 2.115 3.001 3.862 3.749 3.401 3.125

109.58 2.158 3.043 3.904 3.740 3.388 3.085

182.98 2.189 3.072 3.932 3.737 3.373 3.036

305.58 2.216 3.093 3.956 3.735 3.355 2.993

510.33 2.230 3.108 3.973 3.734 3.334 2.957

852.27 2.243 3.119 3.988 3.733 3.315 2.930

1423.30 2.252 3.127 3.990 3.732 3.302 2.907






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.206

®0.08 0.298

0.14 0.303

0.23 0.308

0.39 0.315

1.08 0.332

1.81 0.345

5.05 0.385

8.44 0.410

14.09 0.441

39.29 0.506

65.61 0.536

109.58 0.556

182.98 0.571

305.58 0.581

510.33 0.587

852.27 0.591

1423.30 0.595

t50 (min) 11.55

t50 (sec) 693

k (m/s) 5.31E-11

Cv (cm2/s) 2.73E-04

C alfa 8.51E-04

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 05/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

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iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

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4100 F

ER

RA

RA

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to a

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de

l DP

R 3

80

/20

01

co

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to n

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99

de

l 10

/10

/20

11

pe

r l' ese

cu

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ne

di p

rove

se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.58

0.43

0.29

0.34

0.39

0.44

0.49

0.54

0.59

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S1SH3_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.595

®0.08 0.676

0.14 0.682

0.23 0.695

0.39 0.714

1.08 0.762

1.81 0.798

5.05 0.881

8.44 0.942

14.09 1.012

39.29 1.156

65.61 1.213

109.58 1.256

182.98 1.294

305.58 1.320

510.33 1.339

852.27 1.358

1423.30 1.372

t50 (min) 9.90

t50 (sec) 594

k (m/s) 5.84E-11

Cv (cm2/s) 3.00E-04

C alfa 3.83E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 06/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

e F

iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

ER

RA

RA

La

bo

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to a

i se

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rt. 59

de

l DP

R 3

80

/20

01

co

n D

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to n

° 91

99

de

l 10

/10

/20

11

pe

r l' ese

cu

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ne

di p

rove

se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.29

0.96

0.67

0.77

0.87

0.97

1.07

1.17

1.27

1.37

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S1SH3_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.372

®0.08 1.473

0.14 1.482

0.23 1.496

0.39 1.514

1.08 1.567

1.81 1.607

5.05 1.719

8.44 1.794

14.09 1.882

39.29 2.056

65.61 2.115

109.58 2.158

182.98 2.189

305.58 2.216

510.33 2.230

852.27 2.243

1423.30 2.252

t50 (min) 9.41

t50 (sec) 565

k (m/s) 3.18E-11

Cv (cm2/s) 2.89E-04

C alfa 2.68E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 07/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

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iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

ER

RA

RA

La

bo

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to a

i se

nsi d

ell' a

rt. 59

de

l DP

R 3

80

/20

01

co

n D

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to n

° 91

99

de

l 10

/10

/20

11

pe

r l' ese

cu

zio

ne

di p

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se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

2.19

1.81

1.47

1.57

1.67

1.77

1.87

1.97

2.07

2.17

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S1SH3_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






28




(IBS 1377)



porosità (%) 44




Note: -



5.60

6.00




kPa

V.T.

kPa




argilla limosa con sporadica ghiaia marrone-verde


pagina 1 di 1


elletipi s.r.l.







COMMESSA: 12834/14 DURATA PROVE: 25/03 - 24/04/14




cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 5.30 5.18




fattore K 1.0000 0.9996


2.662





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S2SH1-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 13 24 31




tara (g) 2.41 2.36 2.42 2.25 2.23 407.15

peso secco (g) 25.73 22.87 21.47 8.07 7.82 249.15













13

2431

40%

60%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S2SH1-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.21 0.16 0.16 99.84

- calcolato 0.0542 10.88 8.30 8.46 91.54

- calcolato 0.0394 8.37 6.38 14.84 85.16

- calcolato 0.0290 12.56 9.58 24.42 75.58

- calcolato 0.0188 8.37 6.38 30.80 69.20

- calcolato 0.0137 12.56 9.58 40.38 59.62

- calcolato 0.0099 8.37 6.38 46.76 53.24

- calcolato 0.0073 16.74 12.77 59.53 40.47



fondo 7.03 5.36 100.00 0.00



21 30 32.0

21 60 30.0

21 120 27.0

21 300 25.0

21 600 22.0

21 1200 20.0

21 2400 16.0

21 4800 14.0

21 14400 11.0

21 86400 7.0

21 172800 5.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.2% 5.9%

LIMO > 2 µ > 2 µ81.9% 76.2%

ARGILLA < 2 µ < 2 µ17.9% 17.9%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10
















NATURA DEL CAMPIONE: argilla limosa con sporadica ghiaia marrone-verde


σv (kPa) 100 200 300

W ini (%) 28.3 28.3 28.3

γ ini (Mg/m3) 1.90 1.91 1.91

γd ini (Mg/m3) 1.48 1.49 1.49

S ini (%) 95 96 96

W fin (%) 27.9 26.1 17.3

γ fin (Mg/m3) 1.96 1.98 2.14

γd fin (Mg/m3) 1.53 1.57 1.82

S fin (%) 100 100 100

G (Mg/m3) 2.662

H fine cons (mm) 22.965 22.613 22.296





0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.10

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

0.90

1.00

1.10

1.20

1.30

1.40

1.50

1.60

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.065 23.222 0.032 0.072 31.889 0.028 0.074 40.056 0.013

0.341 33.694 0.091 0.335 66.472 0.050 0.345 79.000 0.045

0.626 37.528 0.157 0.625 75.806 0.071 0.644 94.750 0.076

0.894 41.250 0.210 0.910 81.944 0.089 0.937 104.889 0.104

1.166 44.556 0.258 1.193 85.278 0.103 1.229 111.944 0.136

1.437 47.417 0.302 1.490 87.611 0.113 1.535 121.833 0.165

1.719 50.111 0.342 1.750 90.611 0.123 1.803 127.417 0.191

1.978 52.333 0.378 2.050 91.722 0.129 2.112 132.389 0.216

2.255 54.139 0.413 2.342 90.889 0.137 2.412 136.611 0.243

2.539 55.611 0.441 2.664 92.694 0.141 2.744 140.361 0.269

2.831 56.889 0.463 2.944 93.361 0.145 3.032 143.722 0.294

3.098 57.778 0.482 3.220 94.750 0.148 3.317 146.472 0.314

3.366 58.417 0.499 3.541 96.139 0.152 3.647 149.389 0.331

3.668 59.444 0.516 3.838 97.833 0.153 3.953 152.417 0.348

3.953 59.222 0.529 4.126 99.361 0.154 4.250 154.861 0.364

4.244 59.444 0.538 4.413 101.778 0.156 4.545 156.833 0.381

4.505 58.750 0.542 4.697 103.306 0.158 4.838 158.361 0.396

4.771 59.139 0.547 4.987 102.722 0.161 5.137 158.972 0.407

5.060 58.194 0.552 5.270 102.861 0.165 5.428 159.611 0.416

5.323 57.917 0.554 5.552 103.722 0.166 5.719 159.500 0.425

5.607 57.750 0.560 5.851 104.639 0.167 6.027 160.361 0.431

5.905 57.778 0.566 6.151 104.333 0.167 6.336 161.528 0.441

6.202 57.833 0.574 6.465 102.750 0.168 6.659 162.083 0.450

6.479 57.278 0.577 6.758 101.306 0.170 6.961 161.778 0.458

6.759 56.250 0.582 7.037 100.694 0.170 7.248 162.028 0.462

7.021 55.694 0.587 7.351 100.611 0.170 7.572 161.306 0.466

7.321 55.778 0.593 7.639 100.778 0.199 7.868 161.528 0.470

7.575 54.778 0.598 7.932 100.750 0.200 8.170 161.889 0.475

7.855 54.361 0.604 8.226 102.389 0.200 8.473 161.056 0.481

8.145 53.861 0.606 8.565 101.361 0.201 8.822 161.139 0.486

8.415 1.667 0.034 8.877 5.000 0.022 9.143 4.722 0.489

8.679 20.000 0.086 9.154 28.611 0.031 9.429 43.056 0.491

9.019 30.556 0.120 9.454 48.056 0.033 9.738 78.889 0.494

9.359 39.694 0.148 9.752 59.722 0.034 10.045 101.111 0.496

9.656 43.611 0.168 10.049 71.389 0.035 10.350 118.056 0.501

9.996 47.056 0.184 10.324 76.944 0.036 10.634 127.222 0.508

10.260 49.861 0.198 10.603 80.000 0.036 10.921 133.333 0.510

10.591 52.000 0.209 10.912 80.833 0.037 11.239 140.833 1.078

10.880 53.444 0.216 11.210 80.556 0.037 11.546 144.444 1.307

11.271 54.417 0.220 11.525 80.833 0.036 11.871 145.000 1.340

11.611 54.778 0.224 11.806 80.556 0.036 12.160 146.111 1.370

11.951 54.917 0.229 12.094 80.556 0.036 12.457 143.333 1.389

12.206 54.972 0.234 12.399 79.722 0.036 12.771 146.111 1.402

12.546 54.889 0.240 12.699 78.611 0.035 13.080 147.222 1.413

12.852 54.611 0.243 12.998 79.722 0.034 13.388 145.000 1.419

13.150 54.611 0.243 13.278 79.444 0.033 13.676 145.000 1.421

13.481 54.528 0.249 13.564 78.056 0.033 13.971 145.556 1.426

13.736 54.500 0.254 13.870 78.333 0.033 14.286 146.111 1.429

14.034 54.361 0.259 14.148 78.333 0.032 14.572 145.556 1.432

14.280 54.222 0.263 14.447 77.778 0.031 14.880 145.556 1.434




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.008 0.08 0.020 0.08 0.023


2 di 4












0.14 0.020 0.14 0.042 0.14 0.066

0.23 0.031 0.23 0.071 0.23 0.116

0.39 0.047 0.39 0.106 0.39 0.169

1.08 0.078 1.08 0.210 1.08 0.325

1.81 0.101 1.81 0.274 1.81 0.438

5.05 0.163 5.05 0.429 5.05 0.646

8.44 0.198 8.44 0.499 8.44 0.713

14.09 0.235 14.09 0.575 14.09 0.821

39.29 0.329 39.29 0.665 39.29 0.950

65.61 0.361 65.61 0.683 65.61 0.976

109.58 0.378 109.58 0.697 109.58 0.995

182.98 0.386 182.98 0.710 182.98 1.014

305.58 0.391 305.58 0.723 305.58 1.033

510.33 0.393 510.33 0.731 510.33 1.045

852.27 0.396 852.27 0.739 852.27 1.056

1423.30 0.396 1423.30 0.747 1423.30 1.064

(Bishop ed Henkel)



9.4

24.5

Provino 2

10.7

Provino 3

Provino 1

t100 min

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S2 SH1











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.














2/daN) (MPa)

12.3 0.009 0.04 0.778 0.776

24.5 0.060 0.30 0.774 0.774 0.037 0.021 4.80

49.1 0.242 1.21 0.758 0.758 0.066 0.037 2.69

98.1 0.545 2.72 0.731 0.732 0.055 0.031 3.24

196.2 1.298 6.49 0.664 0.665 0.068 0.038 2.60

392.4 2.121 10.60 0.591 0.591 0.037 0.021 4.77

784.8 2.890 14.45 0.522 0.522 0.017 0.010 10.21

1569.6 3.694 18.47 0.451 0.452 0.009 0.005 19.53

3139.2 4.485 22.42 0.380 0.382 0.004 0.003 39.67

784.8 4.312 21.56 0.396 0.395

196.2 3.990 19.95 0.424 0.422

49.1 3.657 18.29 0.454 0.447



Umidità (%): 28.3 17.0












1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

5

10

15

20

25

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

0.80

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.001 0.014 0.087 0.277 0.632 1.375

0.14 0.001 0.015 0.088 0.280 0.641 1.390

0.23 0.001 0.017 0.091 0.287 0.657 1.411

0.39 0.002 0.019 0.094 0.297 0.672 1.434

1.08 0.002 0.023 0.106 0.320 0.720 1.495

1.81 0.003 0.025 0.114 0.340 0.751 1.537

5.05 0.004 0.031 0.137 0.392 0.858 1.664

8.44 0.004 0.033 0.152 0.423 0.929 1.750

14.09 0.005 0.037 0.170 0.455 1.018 1.849

39.29 0.005 0.042 0.198 0.505 1.181 2.023

65.61 0.006 0.046 0.209 0.517 1.231 2.064

109.58 0.006 0.049 0.219 0.526 1.258 2.088

182.98 0.007 0.053 0.229 0.531 1.274 2.104

305.58 0.007 0.057 0.233 0.537 1.285 2.111

510.33 0.008 0.059 0.238 0.541 1.293 2.120

852.27 0.008 0.059 0.241 0.542 1.298 2.120

1423.30 0.009 0.060 0.242 0.545 1.298 2.121

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 2.193 3.002 3.806 4.438 4.260 4.014

0.14 2.205 3.010 3.816 4.412 4.256 4.012

0.23 2.228 3.027 3.834 4.400 4.251 4.011

0.39 2.248 3.046 3.856 4.390 4.246 4.008

1.08 2.310 3.109 3.919 4.374 4.230 3.998

1.81 2.353 3.155 3.969 4.363 4.213 3.994

5.05 2.478 3.284 4.094 4.346 4.185 3.969

8.44 2.565 3.372 4.178 4.338 4.160 3.952

14.09 2.662 3.467 4.264 4.330 4.135 3.925

39.29 2.808 3.595 4.385 4.320 4.080 3.860

65.61 2.842 3.629 4.415 4.319 4.060 3.819

109.58 2.861 3.648 4.435 4.316 4.045 3.780

182.98 2.876 3.664 4.451 4.315 4.029 3.750

305.58 2.887 3.674 4.463 4.314 4.019 3.721

510.33 2.890 3.688 4.476 4.314 4.008 3.698

852.27 2.889 3.692 4.484 4.313 3.998 3.677

1423.30 2.890 3.694 4.485 4.312 3.990 3.657






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.545

®0.08 0.632

0.14 0.641

0.23 0.657

0.39 0.672

1.08 0.720

1.81 0.751

5.05 0.858

8.44 0.929

14.09 1.018

39.29 1.181

65.61 1.231

109.58 1.258

182.98 1.274

305.58 1.285

510.33 1.293

852.27 1.298

1423.30 1.298

t50 (min) 8.89

t50 (sec) 533

k (m/s) 1.27E-10

Cv (cm2/s) 3.36E-04

C alfa 6.35E-04

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 29/03/14 rev.0 del: 24/04/14



argilla limosa con sporadica ghiaia marrone-

verde


elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

e F

iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

ER

RA

RA

La

bo

rato

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uto

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to a

i se

nsi d

ell' a

rt. 59

de

l DP

R 3

80

/20

01

co

n D

ecre

to n

° 91

99

de

l 10

/10

/20

11

pe

r l' ese

cu

zio

ne

di p

rove

se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.28

0.94

0.63

0.73

0.83

0.93

1.03

1.13

1.23

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S2SH1_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 1.298

®0.08 1.375

0.14 1.390

0.23 1.411

0.39 1.434

1.08 1.495

1.81 1.537

5.05 1.664

8.44 1.750

14.09 1.849

39.29 2.023

65.61 2.064

109.58 2.088

182.98 2.104

305.58 2.111

510.33 2.120

852.27 2.120

1423.30 2.121

t50 (min) 6.90

t50 (sec) 414

k (m/s) 8.19E-11

Cv (cm2/s) 3.98E-04

C alfa 1.44E-04

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 30/03/14 rev.0 del: 24/04/14





verde

elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

e F

iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

ER

RA

RA

La

bo

rato

rio a

uto

rizza

to a

i se

nsi d

ell' a

rt. 59

de

l DP

R 3

80

/20

01

co

n D

ecre

to n

° 91

99

de

l 10

/10

/20

11

pe

r l' ese

cu

zio

ne

di p

rove

se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

2.12

1.72

1.37

1.47

1.57

1.67

1.77

1.87

1.97

2.07

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S2SH1_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 2.121

®0.08 2.193

0.14 2.205

0.23 2.228

0.39 2.248

1.08 2.310

1.81 2.353

5.05 2.478

8.44 2.565

14.09 2.662

39.29 2.808

65.61 2.842

109.58 2.861

182.98 2.876

305.58 2.887

510.33 2.890

852.27 2.889

1423.30 2.890

t50 (min) 6.21

t50 (sec) 373

k (m/s) 3.89E-11

Cv (cm2/s) 4.04E-04

C alfa -4.66E-11

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 31/03/14 rev.0 del: 24/04/14





verde

elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

e F

iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

ER

RA

RA

La

bo

rato

rio a

uto

rizza

to a

i se

nsi d

ell' a

rt. 59

de

l DP

R 3

80

/20

01

co

n D

ecre

to n

° 91

99

de

l 10

/10

/20

11

pe

r l' ese

cu

zio

ne

di p

rove

se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

2.89

2.51

2.19

2.29

2.39

2.49

2.59

2.69

2.79

2.89

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S2SH1_EDO-cert

pagina 7 di 9

elletipi s.r.l.
























Coeff. Sec. (Cαααα) tra: 392.4 e 784.8 -4.66E-11






elletipi s.r.l.







COMMESSA: 12834/14






55




(IBS 1377)

60 … γγγγ secco (Mg/m3) 1.54


porosità (%) 43


60 … grado di saturazione (%) 91


Note: -



12.00

12.50




kPa

V.T.

kPa




sabbia limosa marrone verde


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 5.23 6.19




fattore K 1.0000 0.9996


2.714





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S2SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi

massa umida+ tara (g) 992.32

massa secca+ tara (g) 915.32

acqua contenuta (g) 77.00

tara (g) 608.60

peso secco (g) 306.72

contenuto d'acqua 25.1%


Limite Liquido LL = ND

Limite Plastico LP = NP

Indice Plastico IP = ND








0%

20%

40%

60%

80%

100%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S2SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 3.25 0.79 0.79 99.21

282 setaccio 0.250 104.23 25.49 26.28 73.72

283 setaccio 0.125 144.41 35.31 61.60 38.40

286 setaccio 0.075 26.14 6.39 67.99 32.01

- calcolato 0.0563 28.80 7.04 75.03 24.97

- calcolato 0.0413 12.41 3.04 78.07 21.93

- calcolato 0.0305 16.55 4.05 82.11 17.89

- calcolato 0.0199 12.41 3.04 85.15 14.85

- calcolato 0.0146 16.55 4.05 89.20 10.80

- calcolato 0.0107 16.55 4.05 93.24 6.76

- calcolato 0.0077 4.14 1.01 94.25 5.75



fondo 2.81 0.69 100.00 0.00



21 30 28.0

21 60 25.0

21 120 21.0

21 300 18.0

21 600 14.0

21 1200 10.0

21 2400 9.0

21 4800 8.0

21 14400 6.0

21 86400 5.0

21 172800 4.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

68.0% 73.5%

LIMO > 2 µ > 2 µ29.8% 24.4%

ARGILLA < 2 µ < 2 µ2.2% 2.2%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10
















NATURA DEL CAMPIONE: Limo da debolmente argillosa a sabbioso marrone giallastro


σv (kPa) 100 200 300

W ini (%) 25.1 25.1 25.1

γ ini (Mg/m3) 1.92 1.93 1.94

γd ini (Mg/m3) 1.53 1.54 1.55

S ini (%) 89 90 90

W fin (%) 34.1 32.1 31.9

γ fin (Mg/m3) 1.89 1.92 1.92

γd fin (Mg/m3) 1.41 1.45 1.46

S fin (%) 100 100 100

G (Mg/m3) 2.714

H fine cons (mm) 19.953 19.936 19.917


dott. geol. (dottore di ricerca) Gianluca Ferioli dott. Massimo Romagnoli



0

50

100

150

200

250

0 1 2 3 4 5 6 7 8 9 10 11


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-1.00

-0.50

0.00

0.50

0 1 2 3 4 5 6 7 8 9 10 11


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa

m_GEO 23 (rev.1 del 01/1) S2SH2_TACD-cert

1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.100 28.419 0.004 0.088 35.374 0.020 0.045 29.270 0.027

0.263 43.029 0.000 0.233 57.316 0.028 0.207 55.062 0.054

0.430 52.024 -0.011 0.385 72.373 0.028 0.360 76.347 0.068

0.583 59.272 -0.026 0.541 82.583 0.022 0.509 91.681 0.078

0.735 64.458 -0.044 0.687 91.865 0.013 0.663 106.426 0.083

0.895 68.526 -0.066 0.854 100.064 0.000 0.835 121.049 0.083

1.061 71.620 -0.088 1.025 107.825 -0.015 0.999 135.500 0.083

1.239 74.542 -0.115 1.199 114.889 -0.036 1.177 147.870 0.081

1.415 76.690 -0.145 1.367 121.077 -0.060 1.363 159.063 0.073

1.616 78.552 -0.173 1.565 125.795 -0.087 1.548 168.714 0.061

1.781 80.243 -0.204 1.719 129.998 -0.113 1.713 176.797 0.046

1.947 80.443 -0.233 1.884 132.628 -0.140 1.914 184.047 0.028

2.115 80.529 -0.259 2.060 134.484 -0.168 2.080 189.901 0.012

2.269 80.586 -0.288 2.209 136.083 -0.197 2.259 195.486 -0.006

2.444 79.870 -0.317 2.385 136.650 -0.225 2.451 199.674 -0.030

2.630 79.584 -0.341 2.570 136.341 -0.257 2.622 202.564 -0.055

2.818 79.125 -0.366 2.771 136.031 -0.285 2.812 204.818 -0.083

3.009 78.008 -0.391 2.942 135.438 -0.309 3.001 206.239 -0.108

3.200 76.404 -0.412 3.125 135.464 -0.329 3.204 207.218 -0.134

3.373 75.258 -0.430 3.301 134.871 -0.347 3.383 206.998 -0.158

3.552 74.026 -0.443 3.483 134.098 -0.364 3.576 205.602 -0.182

3.719 72.966 -0.454 3.657 132.499 -0.379 3.757 203.667 -0.206

3.909 71.333 -0.465 3.844 130.153 -0.393 3.961 200.287 -0.228

4.081 69.242 -0.472 4.018 126.131 -0.405 4.151 196.172 -0.246

4.244 67.265 -0.476 4.184 119.917 -0.410 4.334 193.355 -0.263

4.432 65.804 -0.479 4.364 112.466 -0.410 4.527 191.273 -0.274

4.633 63.942 -0.479 4.560 109.578 -0.405 4.701 189.926 -0.281

4.822 63.340 -0.476 4.749 108.289 -0.396 4.884 189.264 -0.285

4.989 62.538 -0.472 4.917 106.226 -0.385 5.082 187.746 -0.289

5.156 62.194 -0.469 5.091 107.000 -0.374 5.275 186.521 -0.290

5.323 61.736 -0.465 5.261 107.515 -0.363 5.456 184.268 -0.293

5.505 61.650 -0.462 5.441 107.000 -0.353 5.649 181.451 -0.295

5.686 61.822 -0.459 5.632 106.484 -0.343 5.829 178.658 -0.296

5.894 61.536 -0.455 5.825 107.000 -0.334 6.027 176.797 -0.297

6.089 61.650 -0.450 6.019 107.000 -0.324 6.219 175.205 -0.297

6.275 62.366 -0.447 6.180 108.289 -0.316 6.409 174.176 -0.296

6.438 61.851 -0.445 6.345 107.773 -0.307 6.600 173.662 -0.296

6.599 61.450 -0.442 6.509 107.773 -0.301 6.779 173.392 -0.294

6.784 61.536 -0.440 6.686 106.819 -0.293 6.952 173.319 -0.292

6.960 61.679 -0.437 6.860 107.670 -0.286 7.134 173.074 -0.290

7.134 62.137 -0.434 7.048 108.547 -0.279 7.334 172.559 -0.288

7.321 62.538 -0.431 7.235 108.701 -0.273 7.526 172.706 -0.287

7.535 62.510 -0.427 7.427 108.882 -0.267 7.722 172.217 -0.284

7.710 62.166 -0.424 7.613 109.887 -0.261 7.905 172.119 -0.282

7.900 62.223 -0.422 7.772 110.068 -0.256 8.107 171.972 -0.280

8.048 62.681 -0.418 7.943 110.532 -0.252 8.280 171.359 -0.276

8.215 62.911 -0.416 8.107 109.836 -0.247 8.447 171.114 -0.275

8.392 63.369 -0.413 8.270 109.578 -0.243 8.631 170.331 -0.272

8.578 62.911 -0.410 8.454 109.062 -0.239 8.819 169.449 -0.270

8.757 63.369 -0.408 8.640 109.578 -0.234 9.009 169.400 -0.269

8.939 63.369 -0.405 8.850 109.062 -0.232 9.216 168.689 -0.266

9.140 63.369 -0.403 9.090 108.547 -0.230 9.405 168.616 -0.263

9.313 64.057 -0.400 9.330 108.289 -0.229 9.584 168.420 -0.261

9.485 64.057 -0.399 9.540 107.515 -0.229 9.778 167.661 -0.258

9.654 64.286 -0.396 9.810 107.773 -0.226 9.955 167.440 -0.255




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.002 0.08 0.002 0.08 0.005


2 di 4












0.14 0.004 0.14 0.005 0.14 0.010

0.23 0.006 0.23 0.006 0.23 0.015

0.39 0.008 0.39 0.009 0.39 0.019

1.08 0.014 1.08 0.015 1.08 0.026

1.81 0.017 1.81 0.021 1.81 0.031

5.05 0.024 5.05 0.030 5.05 0.042

8.44 0.027 8.44 0.036 8.44 0.047

14.09 0.031 14.09 0.041 14.09 0.053

39.29 0.037 39.29 0.051 39.29 0.066

65.61 0.040 65.61 0.056 65.61 0.071

109.58 0.043 109.58 0.061 109.58 0.075

182.98 0.044 182.98 0.063 182.98 0.079

305.58 0.045 305.58 0.063 305.58 0.082

510.33 0.046 510.33 0.063 510.33 0.083

852.27 0.047 852.27 0.064 852.27 0.082

1423.30 0.047 1423.30 0.064 1423.30 0.082

(Bishop ed Henkel)



13.7

10.5

Provino 2

10.2

Provino 3

Provino 1

t100 min

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.1

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S2 SH2











VALORI DI PICCO VOLUME COSTANTE

VALORI DI PICCO

0

50

100

150

200

250

300

0 50 100 150 200 250 300 350 400 450

kPa

kP

a

elletipi s.r.l.







COMMESSA: 12834/14






40



γγγγ ricost(Mg/m3) 1.92

(IBS 1377)

… … γγγγ secco (Mg/m3) 1.73


porosità (%) 35


… … grado di saturazione (%) 54


Note: -



12.00

12.50




kPa

V.T.

kPa




sabbia con ghiaia limosa grigio chiaro


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 5.08 4.54




fattore K 1.0000 0.9996


2.673





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S2SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi

massa umida+ tara (g) 1688.25

massa secca+ tara (g) 1553.40

acqua contenuta (g) 134.85

tara (g) 308.42

peso secco (g) 1244.98

contenuto d'acqua 10.8%


Limite Liquido LL = ND

Limite Plastico LP = NP

Indice Plastico IP = ND








0%

20%

40%

60%

80%

100%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S2SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 242.50 20.62 20.62 79.38

573 setaccio 9.5 87.00 7.40 28.02 71.98

290 setaccio 4.75 89.00 7.57 35.59 64.41

291 setaccio 2.0 74.00 6.29 41.88 58.12

292 setaccio 0.850 85.50 7.27 49.15 50.85

293 setaccio 0.425 187.50 15.95 65.10 34.90

282 setaccio 0.250 137.00 11.65 76.75 23.25

283 setaccio 0.125 109.00 9.27 86.02 13.98

286 setaccio 0.075 33.50 2.85 88.87 11.13

- calcolato 0.0577 32.04 2.73 91.59 8.41

- calcolato 0.0423 12.53 1.07 92.66 7.34

- calcolato 0.0316 20.88 1.78 94.43 5.57

- calcolato 0.0206 12.53 1.07 95.50 4.50

- calcolato 0.0151 16.70 1.42 96.92 3.08

- calcolato 0.0110 12.53 1.07 97.98 2.02

- calcolato 0.0078 4.18 0.36 98.34 1.66



fondo 2.83 0.24 100.00 0.00

TOTALE 1175.91 φ max (mm) = 26.2


21 30 27.0

21 60 24.0

21 120 19.0

21 300 16.0

21 600 12.0

21 1200 9.0

21 2400 8.0

21 4800 6.0

21 14400 5.0

21 86400 4.5

21 172800 4.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

35.6% 41.9%

SABBIA > 0,075 mm > 0,06 mm

53.3% 49.3%

LIMO > 2 µ > 2 µ10.6% 8.3%

ARGILLA < 2 µ < 2 µ0.5% 0.5%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10
















NATURA DEL CAMPIONE: sabbia con ghiaia limosa grigio chiaro


σv (kPa) 100 200 300

W ini (%) 10.8 10.8 10.8

γ ini (Mg/m3) 1.93 1.92 1.91

γd ini (Mg/m3) 1.74 1.73 1.72

S ini (%) 54 53 52

W fin (%) 31.4 30.8 29.1

γ fin (Mg/m3) 1.91 1.92 1.94

γd fin (Mg/m3) 1.45 1.47 1.50

S fin (%) 100 100 100

G (Mg/m3) 2.673

H fine cons (mm) 19.943 19.931 19.910





0

50

100

150

200

250

0 1 2 3 4 5 6 7 8 9


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.50

0.00

0.50

0 1 2 3 4 5 6 7 8 9


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.011 5.327 0.008 0.016 8.571 0.016 0.041 3.685 0.017

0.054 14.082 0.010 0.088 19.551 0.028 0.184 22.126 0.021

0.185 23.959 0.012 0.163 33.714 0.048 0.244 34.801 0.037

0.326 33.041 0.012 0.297 45.143 0.072 0.333 57.327 0.060

0.481 40.286 0.004 0.441 57.429 0.088 0.476 79.022 0.091

0.637 46.510 -0.006 0.592 68.469 0.099 0.626 96.799 0.118

0.791 51.286 -0.022 0.742 78.082 0.104 0.788 112.500 0.140

0.955 55.633 -0.041 0.913 87.000 0.107 0.963 126.721 0.159

1.118 59.327 -0.061 1.075 93.755 0.105 1.119 137.984 0.174

1.304 62.245 -0.083 1.249 99.429 0.099 1.299 148.780 0.183

1.472 64.816 -0.105 1.412 104.224 0.090 1.483 157.708 0.203

1.645 67.204 -0.126 1.576 108.714 0.080 1.637 164.689 0.210

1.824 68.939 -0.148 1.752 112.143 0.067 1.807 171.436 0.215

2.004 70.102 -0.168 1.920 115.367 0.055 1.976 176.419 0.219

2.172 71.041 -0.190 2.097 117.449 0.043 2.156 180.363 0.222

2.350 71.163 -0.211 2.265 118.469 0.031 2.324 182.881 0.226

2.528 70.204 -0.233 2.441 119.224 0.021 2.507 187.007 0.228

2.707 68.857 -0.253 2.616 120.265 0.009 2.686 189.810 0.229

2.881 66.694 -0.268 2.788 120.184 -0.001 2.859 191.315 0.230

3.072 64.571 -0.279 2.971 120.082 -0.012 3.029 193.702 0.230

3.252 62.878 -0.288 3.151 119.980 -0.019 3.203 195.934 0.230

3.435 61.347 -0.295 3.326 119.408 -0.031 3.384 196.375 0.231

3.622 59.408 -0.298 3.508 117.327 -0.041 3.559 197.543 0.231

3.803 58.755 -0.298 3.679 115.612 -0.047 3.728 198.010 0.230

3.991 58.510 -0.298 3.867 113.306 -0.052 3.915 197.699 0.231

4.167 58.020 -0.298 4.060 111.959 -0.054 4.086 195.934 0.232

4.360 57.714 -0.298 4.255 110.796 -0.058 4.278 192.474 0.241

4.514 57.592 -0.298 4.416 108.857 -0.059 4.454 190.311 0.240

4.698 57.918 -0.298 4.607 107.857 -0.059 4.633 187.284 0.240

4.874 57.347 -0.298 4.778 108.163 -0.059 4.806 185.554 0.240

5.063 56.980 -0.298 4.963 108.184 -0.052 4.980 182.742 0.240

5.235 57.020 -0.298 5.134 108.490 -0.051 5.155 181.661 0.239

5.430 56.776 -0.298 5.323 109.041 -0.050 5.356 180.796 0.239

5.628 56.163 -0.297 5.521 108.286 -0.048 5.532 178.633 0.239

5.803 56.755 -0.296 5.696 107.898 -0.045 5.706 178.633 0.239

5.983 57.020 -0.295 5.868 108.918 -0.040 5.890 179.066 0.239

6.162 57.347 -0.293 6.048 109.959 -0.035 6.075 177.336 0.240

6.356 57.367 -0.292 6.236 110.020 -0.030 6.272 175.173 0.241

6.518 57.633 -0.291 6.408 110.122 -0.026 6.433 175.606 0.242

6.694 57.837 -0.288 6.585 110.796 -0.022 6.609 176.903 0.243

6.887 57.551 -0.288 6.769 111.122 -0.018 6.814 176.903 0.245

7.078 58.163 -0.286 6.966 112.122 -0.014 7.003 177.984 0.247

7.261 58.612 -0.286 7.143 112.633 -0.011 7.181 177.984 0.247

7.437 58.918 -0.286 7.327 112.327 -0.008 7.357 177.984 0.246

7.625 58.245 -0.285 7.498 113.061 -0.006 7.534 176.254 0.248

7.803 58.796 -0.285 7.686 113.367 -0.004 7.712 175.606 0.249

7.980 57.755 -0.284 7.843 114.633 0.003 7.886 174.524 0.249

8.158 57.898 -0.283 8.020 114.102 0.004 8.064 174.524 0.251

8.321 57.245 -0.283 8.190 113.714 0.007 8.233 175.606 0.252




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.006 0.08 0.005 0.08 0.006


2 di 4












0.14 0.011 0.14 0.010 0.14 0.012

0.23 0.015 0.23 0.014 0.23 0.018

0.39 0.019 0.39 0.020 0.39 0.024

1.08 0.026 1.08 0.030 1.08 0.038

1.81 0.029 1.81 0.035 1.81 0.044

5.05 0.037 5.05 0.045 5.05 0.055

8.44 0.042 8.44 0.048 8.44 0.061

14.09 0.045 14.09 0.051 14.09 0.067

39.29 0.051 39.29 0.060 39.29 0.078

65.61 0.054 65.61 0.063 65.61 0.083

109.58 0.056 109.58 0.065 109.58 0.087

182.98 0.056 182.98 0.067 182.98 0.089

305.58 0.056 305.58 0.067 305.58 0.090

510.33 0.056 510.33 0.068 510.33 0.089

852.27 0.057 852.27 0.068 852.27 0.090

1423.30 0.057 1423.30 0.069 1423.30 0.090

(Bishop ed Henkel)



Provino 1

t100 min

6.2

8.7

Provino 2

6.2

Provino 3

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.1

0.1

0.1

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S2 SH3









Coesione: -1.81 kPa Angolo di attrito: 30°


VALORI DI PICCO VOLUME COSTANTE

VALORI DI PICCO

0

50

100

150

200

250

300

0 50 100 150 200 250 300 350 400 450

kPa

kP

a

elletipi s.r.l.







COMMESSA: 12834/14






68




(IBS 1377)



porosità (%) 38




Note: -






limo argilloso marrone scuro

7.50

8.10




kPa

V.T.

kPa


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 7.02 6.95




fattore K 1.0000 1.0000


2.672





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S3SH1-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 17 24 30




tara (g) 2.54 2.32 2.28 2.36 2.33 310.78

peso secco (g) 31.01 23.68 21.28 8.81 8.73 195.36













1724

30

20%

40%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S3SH1-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.52 0.39 0.39 99.61

283 setaccio 0.125 1.23 0.92 1.31 98.69

286 setaccio 0.075 1.11 0.83 2.14 97.86

- calcolato 0.0547 11.87 8.88 11.01 88.99

- calcolato 0.0403 12.53 9.37 20.38 79.62

- calcolato 0.0296 12.53 9.37 29.75 70.25

- calcolato 0.0192 8.35 6.24 35.99 64.01

- calcolato 0.0139 10.44 7.81 43.80 56.20

- calcolato 0.0102 14.62 10.93 54.73 45.27

- calcolato 0.0074 8.35 6.24 60.97 39.03



fondo 14.62 10.93 100.00 0.00



20 30 32.0

20 60 29.0

20 120 26.0

20 300 24.0

20 600 21.5

20 1200 18.0

20 2400 16.0

20 4800 14.0

20 14400 11.5

20 86400 9.5

20 172800 7.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

2.1% 8.4%

LIMO > 2 µ > 2 µ76.1% 69.8%

ARGILLA < 2 µ < 2 µ21.8% 21.8%







50.00




0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10
















NATURA DEL CAMPIONE: limo argilloso marrone scuro


σv (kPa) 100 200 300

W ini (%) 20.2 20.2 20.2

γ ini (Mg/m3) 1.96 1.97 1.98

γd ini (Mg/m3) 1.63 1.64 1.65

S ini (%) 85 86 87

W fin (%) 25.1 13.6 14.9

γ fin (Mg/m3) 2.00 2.23 2.20

γd fin (Mg/m3) 1.60 1.96 1.91

S fin (%) 100 100 100

G (Mg/m3) 2.672

H fine cons (mm) 23.193 22.770 22.509





0

20

40

60

80

100

120

140

160

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

0.000.100.200.300.400.500.600.700.800.901.001.101.201.301.401.501.601.701.801.902.002.102.202.30

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.075 3.918 0.008 0.116 21.250 0.073 0.088 2.381 0.152

0.177 28.000 0.004 0.404 40.438 0.140 0.090 2.438 0.196

0.495 43.673 0.010 0.722 49.125 0.210 0.197 12.925 0.212

0.819 49.061 0.012 1.046 55.938 0.271 0.390 75.113 0.254

1.153 51.837 0.014 1.397 62.125 0.328 0.687 95.238 0.320

1.489 53.796 0.017 1.709 68.188 0.377 1.004 108.447 0.388

1.833 52.898 0.017 2.041 74.375 0.423 1.344 118.367 0.455

2.171 49.714 0.019 2.375 80.375 0.468 1.657 127.834 0.507

2.496 47.673 0.023 2.694 84.875 0.504 1.985 134.921 0.556

2.833 47.102 0.025 3.025 87.813 0.536 2.312 140.079 0.599

3.180 46.041 0.025 3.368 91.000 0.561 2.625 143.311 0.632

3.541 45.306 0.026 3.687 94.125 0.579 2.975 145.692 0.654

3.880 44.327 0.027 4.029 97.125 0.594 3.336 147.336 0.665

4.196 43.837 0.028 4.370 98.813 0.608 3.664 147.392 0.671

4.531 43.265 0.028 4.664 100.000 0.617 4.010 147.506 0.675

4.884 42.367 0.030 5.021 100.500 0.627 4.334 147.959 0.680

5.209 41.714 0.030 5.365 100.813 0.635 4.662 147.336 0.684

5.552 41.388 0.031 5.667 100.500 0.643 5.004 145.578 0.691

5.893 41.061 0.034 6.025 100.500 0.650 5.346 144.615 0.694

6.221 40.735 0.035 6.381 100.188 0.658 5.662 143.424 0.697

6.552 39.755 0.038 6.669 100.188 0.663 6.020 141.780 0.699

6.900 39.347 0.038 7.010 100.188 0.666 6.369 139.116 0.703

7.253 39.429 0.038 7.368 100.188 0.668 6.685 137.698 0.707

7.595 39.837 0.040 7.689 100.188 0.670 7.034 136.168 0.710

7.899 39.592 0.041 8.020 100.188 0.672 7.388 135.431 0.712

8.229 39.837 0.040 8.346 99.625 0.672 7.723 133.900 0.716

8.566 40.571 0.041 8.656 100.500 0.673 8.053 133.107 0.719

8.800 0.000 0.190 9.008 100.000 0.676 8.382 131.973 0.720

8.970 17.796 0.198 9.362 100.500 0.675 8.722 129.762 0.725

9.100 25.714 0.206 9.662 100.000 0.677 9.052 128.288 0.726

9.413 30.857 0.214 10.002 99.313 0.679 9.395 127.381 0.729

9.725 32.327 0.221 10.002 0.000 1.846 9.725 125.113 0.729

10.100 32.082 0.230 10.222 19.938 1.846 9.725 0.000 1.338

10.422 31.918 0.239 10.523 29.688 1.884 9.956 12.302 1.338

10.734 31.510 0.248 10.811 36.375 1.917 10.151 50.737 1.356

11.088 31.510 0.257 11.149 42.813 1.944 10.442 76.644 1.392

11.429 31.755 0.266 11.475 47.125 1.969 10.738 92.290 1.417

11.759 31.918 0.276 11.794 50.875 1.990 11.077 95.125 1.433

12.097 31.510 0.285 12.123 53.875 2.005 11.397 94.615 1.443

12.405 31.755 0.291 12.451 55.813 2.018 11.722 92.744 1.446

12.755 31.592 0.298 12.757 57.250 2.029 12.068 93.254 1.448

13.094 31.592 0.306 13.117 58.375 2.037 12.397 95.125 1.451

13.420 31.755 0.313 13.460 59.125 2.046 12.734 93.707 1.454

13.759 32.082 0.318 13.784 59.875 2.054 13.086 95.125 1.457

14.140 31.592 0.323 14.137 60.313 2.062 13.416 95.578 1.460

14.540 32.163 0.323 14.451 60.625 2.069 13.718 94.161 1.456

14.900 32.327 0.326 14.784 60.875 2.074 14.041 94.161 1.460

15.290 32.163 0.324 15.139 61.125 2.077 14.378 93.707 1.463

15.660 32.163 0.323 15.458 60.563 2.084 14.721 96.372 1.464

16.000 32.082 0.323 15.794 60.438 2.090 15.069 96.372 1.463

16.460 32.327 0.323 16.160 60.438 2.095 15.384 94.444 1.466

16.910 32.163 0.324 16.466 60.438 2.100 15.731 93.027 1.468

17.250 32.490 0.322 16.800 60.438 2.106 16.081 93.027 1.467




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.008 0.08 0.046 0.08 0.094


2 di 4












0.14 0.015 0.14 0.081 0.14 0.129

0.23 0.025 0.23 0.115 0.23 0.164

0.39 0.034 0.39 0.146 0.39 0.196

1.08 0.056 1.08 0.210 1.08 0.262

1.81 0.065 1.81 0.242 1.81 0.298

5.05 0.090 5.05 0.324 5.05 0.380

8.44 0.100 8.44 0.352 8.44 0.433

14.09 0.110 14.09 0.384 14.09 0.494

39.29 0.128 39.29 0.438 39.29 0.603

65.61 0.135 65.61 0.463 65.61 0.651

109.58 0.141 109.58 0.483 109.58 0.696

182.98 0.142 182.98 0.496 182.98 0.732

305.58 0.146 305.58 0.515 305.58 0.764

510.33 0.149 510.33 0.545 510.33 0.792

852.27 0.159 852.27 0.556 852.27 0.820

1423.30 0.167 1423.30 0.590 1423.30 0.852

(Bishop ed Henkel)



23.3

11.5

Provino 2

13.1

Provino 3

Provino 1

t100 min

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S3 SH1











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.











NATURA DEL CAMPIONE: limo argilloso marrone scuro



2/daN) (MPa)

12.3 0.003 0.02 0.609 0.609

24.5 0.010 0.05 0.608 0.608 0.004 0.003 37.33

49.1 0.065 0.32 0.604 0.604 0.018 0.011 8.99

98.1 0.224 1.12 0.591 0.592 0.026 0.016 6.15

196.2 0.415 2.08 0.576 0.577 0.016 0.010 10.25

392.4 0.801 4.00 0.545 0.546 0.016 0.010 10.18

784.8 1.645 8.22 0.477 0.478 0.017 0.011 9.30

1569.6 2.434 12.17 0.413 0.417 0.008 0.005 19.89

3139.2 3.167 15.83 0.354 0.358 0.004 0.002 42.86

784.8 3.042 15.21 0.364 0.364

196.2 2.882 14.41 0.377 0.376

49.1 2.699 13.49 0.392 0.391



Umidità (%): 20.2 14.7












0

1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

2

4

6

8

10

12

14

16

18

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.002 0.006 0.043 0.174 0.233 0.631

0.14 0.002 0.006 0.045 0.177 0.241 0.640

0.23 0.002 0.007 0.046 0.181 0.250 0.652

0.39 0.002 0.007 0.048 0.184 0.262 0.665

1.08 0.002 0.007 0.051 0.191 0.289 0.687

1.81 0.002 0.007 0.053 0.195 0.304 0.698

5.05 0.003 0.008 0.056 0.201 0.334 0.716

8.44 0.003 0.008 0.057 0.205 0.348 0.728

14.09 0.003 0.009 0.058 0.209 0.363 0.737

39.29 0.003 0.009 0.060 0.214 0.387 0.754

65.61 0.003 0.010 0.061 0.217 0.393 0.763

109.58 0.003 0.010 0.062 0.218 0.398 0.772

182.98 0.003 0.010 0.063 0.220 0.403 0.781

305.58 0.003 0.010 0.063 0.221 0.407 0.788

510.33 0.003 0.010 0.064 0.222 0.410 0.793

852.27 0.003 0.010 0.064 0.223 0.412 0.797

1423.30 0.003 0.010 0.065 0.224 0.415 0.801

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.262 1.932 2.640 3.067 3.004 2.845

0.14 1.284 1.955 2.659 3.066 2.994 2.844

0.23 1.322 1.991 2.687 3.064 2.985 2.840

0.39 1.351 2.031 2.718 3.062 2.976 2.838

1.08 1.424 2.130 2.815 3.058 2.957 2.827

1.81 1.455 2.183 2.871 3.055 2.949 2.820

5.05 1.514 2.274 2.983 3.051 2.930 2.802

8.44 1.535 2.306 3.027 3.049 2.920 2.789

14.09 1.551 2.335 3.059 3.047 2.913 2.773

39.29 1.583 2.374 3.099 3.045 2.898 2.742

65.61 1.598 2.388 3.114 3.044 2.895 2.729

109.58 1.612 2.398 3.126 3.044 2.892 2.720

182.98 1.622 2.409 3.139 3.043 2.890 2.714

305.58 1.631 2.416 3.148 3.043 2.889 2.708

510.33 1.638 2.423 3.157 3.043 2.886 2.703

852.27 1.642 2.430 3.162 3.042 2.884 2.701

1423.30 1.645 2.434 3.167 3.042 2.882 2.699






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.224

®0.08 0.233

0.14 0.241

0.23 0.250

0.39 0.262

1.08 0.289

1.81 0.304

5.05 0.334

8.44 0.348

14.09 0.363

39.29 0.387

65.61 0.393

109.58 0.398

182.98 0.403

305.58 0.407

510.33 0.410

852.27 0.412

1423.30 0.415

t50 (min) 1.58

t50 (sec) 95

k (m/s) 1.93E-10

Cv (cm2/s) 2.02E-03

C alfa 6.36E-04

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 11/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

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P.IV

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Sede le

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/20

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co

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Circ

ola

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iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.40

0.30

0.23

0.25

0.27

0.29

0.31

0.33

0.35

0.37

0.39

0.41

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH1_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.415

®0.08 0.631

0.14 0.640

0.23 0.652

0.39 0.665

1.08 0.687

1.81 0.698

5.05 0.716

8.44 0.728

14.09 0.737

39.29 0.754

65.61 0.763

109.58 0.772

182.98 0.781

305.58 0.788

510.33 0.793

852.27 0.797

1423.30 0.801

t50 (min) 0.95

t50 (sec) 57

k (m/s) 3.12E-10

Cv (cm2/s) 3.24E-03

C alfa 9.40E-04

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 12/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

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ail: in

fo@

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tipi.it

P.IV

A e

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Sede le

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4100 F

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to a

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R 3

80

/20

01

co

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to n

° 91

99

de

l 10

/10

/20

11

pe

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cu

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di p

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se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.77

0.68

0.63

0.65

0.67

0.69

0.71

0.73

0.75

0.77

0.79

0.81

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH1_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 0.801

®0.08 1.262

0.14 1.284

0.23 1.322

0.39 1.351

1.08 1.424

1.81 1.455

5.05 1.514

8.44 1.535

14.09 1.551

39.29 1.583

65.61 1.598

109.58 1.612

182.98 1.622

305.58 1.631

510.33 1.638

852.27 1.642

1423.30 1.645

t50 (min) 0.71

t50 (sec) 43

k (m/s) 4.28E-10

Cv (cm2/s) 4.06E-03

C alfa 8.65E-04

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 13/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

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Circ

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iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.61

1.39

1.26

1.31

1.36

1.41

1.46

1.51

1.56

1.61

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH1_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






52




(IBS 1377)



porosità (%) 49




Note: -







13.50

14.00




kPa

V.T.

kPa


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 6.32 6.58




fattore K 1.0000 1.0000


2.653





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S3SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 32 26 20




tara (g) 2.50 2.45 2.46 2.56 2.45 382.65

peso secco (g) 10.86 12.40 12.86 6.58 7.06 162.27













32

26

20

80%

100%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S3SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.00 0.00 0.00 100.00

- calcolato 0.0535 2.95 2.26 2.26 97.74

- calcolato 0.0381 2.10 1.60 3.86 96.14

- calcolato 0.0271 2.10 1.60 5.46 94.54

- calcolato 0.0173 2.10 1.60 7.06 92.94

- calcolato 0.0123 2.10 1.60 8.67 91.33

- calcolato 0.0088 4.20 3.20 11.87 88.13

- calcolato 0.0065 10.49 8.01 19.88 80.12



fondo 69.22 52.88 100.00 0.00



20 30 34.0

20 60 33.5

20 120 33.0

20 300 32.5

20 600 32.0

20 1200 31.0

20 2400 28.5

20 4800 27.0

20 14400 25.5

20 86400 23.0

20 172800 20.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.0% 1.5%

LIMO > 2 µ > 2 µ32.4% 30.9%

ARGILLA < 2 µ < 2 µ67.6% 67.6%







50.00




0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10


















σv (kPa) 100 200 300

W ini (%) 36.1 36.1 36.1

γ ini (Mg/m3) 1.85 1.84 1.84

γd ini (Mg/m3) 1.36 1.35 1.35

S ini (%) 100 99 99

W fin (%) 18.9 17.6 21.2

γ fin (Mg/m3) 2.10 2.12 2.06

γd fin (Mg/m3) 1.77 1.81 1.70

S fin (%) 100 100 100

G (Mg/m3) 2.653

H fine cons (mm) 19.702 19.496 19.351





0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

0.000.100.200.300.400.500.600.700.800.901.001.101.201.301.401.501.601.701.801.902.002.102.202.302.40

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.151 15.582 0.102 0.005 2.647 0.133 0.022 1.615 0.096

0.476 32.548 0.171 0.332 49.858 0.215 0.258 54.171 0.165

0.825 39.335 0.238 0.664 63.563 0.327 0.593 92.464 0.256

1.148 43.213 0.302 1.014 73.913 0.409 0.940 112.687 0.347

1.472 46.953 0.351 1.356 81.711 0.468 1.286 128.220 0.411

1.814 50.762 0.386 1.729 88.894 0.512 1.621 140.715 0.463

2.166 54.017 0.419 2.077 95.369 0.535 1.978 150.634 0.502

2.511 56.648 0.448 2.430 100.236 0.554 2.323 158.131 0.534

2.855 59.211 0.471 2.780 102.694 0.569 2.671 163.668 0.561

3.196 61.496 0.484 3.117 105.435 0.573 3.015 165.936 0.579

3.544 63.227 0.501 3.495 106.947 0.579 3.385 166.244 0.591

3.857 64.681 0.518 3.852 108.648 0.587 3.750 166.859 0.601

4.205 66.136 0.528 4.209 109.688 0.588 4.111 166.859 0.605

4.537 67.244 0.528 4.573 111.767 0.590 4.481 166.820 0.611

4.918 68.629 0.533 4.943 114.319 0.593 4.841 166.321 0.616

5.269 69.529 0.540 5.299 116.068 0.593 5.207 165.898 0.621

5.627 70.360 0.545 5.648 117.533 0.597 5.570 165.667 0.629

5.957 71.191 0.544 5.995 119.093 0.597 5.931 165.629 0.633

6.341 72.299 0.545 6.362 119.991 0.596 6.282 165.898 0.636

6.690 72.715 0.554 6.723 121.078 0.598 6.640 165.398 0.642

7.059 73.892 0.559 7.097 121.881 0.595 7.016 165.398 0.644

7.385 73.684 0.558 7.455 121.739 0.594 7.372 165.090 0.648

7.763 73.199 0.555 7.820 120.983 0.595 7.731 164.783 0.652

8.095 73.199 0.557 8.193 120.605 0.591 8.112 163.437 0.652

8.445 72.922 0.559 8.545 121.692 0.592 8.459 162.553 0.654

8.762 72.922 0.554 8.889 121.267 0.590 8.822 162.322 0.657

9.122 73.407 0.549 9.246 122.212 0.578 9.184 161.515 0.656

9.469 73.407 0.552 9.601 122.306 0.578 9.551 161.092 0.658

9.821 72.645 0.555 9.959 122.164 0.575 9.884 161.861 0.659

10.185 0.762 0.551 9.959 0.000 2.150 9.884 0.000 1.428

10.518 12.950 0.545 10.187 23.724 2.150 10.075 39.254 1.428

10.882 21.745 0.547 10.524 40.028 2.184 10.411 77.163 1.447

11.219 27.909 0.550 10.851 51.560 2.206 10.753 96.232 1.461

11.591 30.748 0.549 11.190 62.146 2.220 11.106 105.459 1.470

11.948 32.064 0.542 11.527 66.257 2.226 11.458 107.651 1.473

12.284 32.825 0.544 11.910 69.282 2.220 11.798 108.420 1.474

12.628 33.102 0.548 12.267 71.314 2.223 12.187 108.804 1.474

12.949 33.864 0.546 12.631 71.597 2.219 12.539 109.958 1.472

13.305 33.587 0.539 12.996 73.629 2.215 12.897 109.958 1.470

13.671 34.141 0.538 13.366 74.575 2.216 13.276 110.342 1.470

13.993 34.418 0.542 13.733 75.473 2.212 13.638 110.342 1.468

14.330 34.626 0.543 14.078 76.276 2.210 13.998 111.111 1.465

14.330 34.557 2.049 14.441 76.276 2.207 14.358 110.342 1.464

14.655 34.557 2.049 14.780 76.229 2.201 14.707 110.342 1.463

15.000 33.657 2.053 15.145 76.654 2.202 15.068 107.651 1.470

15.347 33.657 2.055 15.529 77.647 2.200 15.422 108.420 1.472

15.688 34.141 2.063 15.879 78.497 2.193 15.811 105.729 1.471

16.041 34.349 2.070 16.234 79.017 2.194 16.167 107.266 1.472

16.378 34.557 2.073 16.609 79.301 2.188 16.527 106.882 1.463

16.710 34.072 2.072 16.968 79.348 2.181 16.903 106.498 1.459

17.081 34.972 2.076 17.320 79.490 2.180 17.242 106.498 1.461

17.417 34.349 2.080 17.681 79.679 2.170 17.603 107.651 1.458

17.796 34.349 2.085 18.029 80.624 2.168 17.966 107.266 1.457




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.026 0.08 0.004 0.08 0.046


2 di 4












0.14 0.049 0.14 0.026 0.14 0.098

0.23 0.070 0.23 0.054 0.23 0.151

0.39 0.088 0.39 0.075 0.39 0.190

1.08 0.122 1.08 0.145 1.08 0.264

1.81 0.139 1.81 0.192 1.81 0.303

5.05 0.180 5.05 0.325 5.05 0.398

8.44 0.201 8.44 0.380 8.44 0.462

14.09 0.214 14.09 0.413 14.09 0.513

39.29 0.249 39.29 0.497 39.29 0.601

65.61 0.272 65.61 0.508 65.61 0.623

109.58 0.290 109.58 0.515 109.58 0.655

182.98 0.308 182.98 0.520 182.98 0.659

305.58 0.313 305.58 0.526 305.58 0.666

510.33 0.318 510.33 0.532 510.33 0.667

852.27 0.323 852.27 0.532 852.27 0.676

1423.30 0.328 1423.30 0.534 1423.30 0.679

(Bishop ed Henkel)



Provino 1

t100 min

10.2

11.7

Provino 2

11.8

Provino 3

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S3 SH2











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.














2/daN) (MPa)

12.3 0.002 0.01 0.954 0.954

24.5 0.015 0.08 0.953 0.953 0.010 0.005 18.88

49.1 0.042 0.21 0.950 0.951 0.011 0.006 18.03

98.1 0.219 1.09 0.933 0.935 0.035 0.018 5.56

196.2 0.645 3.22 0.892 0.893 0.042 0.022 4.61

392.4 1.405 7.03 0.817 0.829 0.038 0.019 5.16

784.8 2.396 11.98 0.720 0.735 0.025 0.013 7.92

1569.6 3.464 17.32 0.616 0.629 0.013 0.007 14.70

3139.2 4.528 22.64 0.512 0.526 0.007 0.003 29.50

784.8 3.962 19.81 0.567 0.565

196.2 3.397 16.99 0.623 0.621

49.1 2.952 14.76 0.666 0.663



Umidità (%): 36.1 25.1












0

1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

5

10

15

20

25

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.40

0.50

0.60

0.70

0.80

0.90

1.00

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.002 0.011 0.021 0.110 0.322 0.750

0.14 0.002 0.012 0.021 0.111 0.328 0.758

0.23 0.002 0.012 0.022 0.115 0.337 0.773

0.39 0.002 0.012 0.023 0.120 0.346 0.787

1.08 0.002 0.013 0.026 0.130 0.369 0.825

1.81 0.002 0.013 0.028 0.136 0.384 0.846

5.05 0.002 0.013 0.032 0.152 0.423 0.937

8.44 0.002 0.013 0.034 0.162 0.447 0.998

14.09 0.002 0.014 0.036 0.172 0.478 1.075

39.29 0.002 0.014 0.039 0.189 0.548 1.188

65.61 0.002 0.014 0.040 0.196 0.576 1.244

109.58 0.002 0.014 0.041 0.201 0.601 1.279

182.98 0.002 0.015 0.041 0.205 0.617 1.310

305.58 0.002 0.015 0.042 0.210 0.627 1.335

510.33 0.002 0.015 0.042 0.214 0.637 1.365

852.27 0.002 0.015 0.042 0.216 0.642 1.385

1423.30 0.002 0.015 0.042 0.219 0.645 1.405

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.500 2.498 3.566 4.465 3.953 3.160

0.14 1.504 2.504 3.568 4.462 3.947 3.160

0.23 1.514 2.510 3.576 4.457 3.934 3.158

0.39 1.525 2.520 3.585 4.446 3.920 3.158

1.08 1.559 2.543 3.605 4.400 3.875 3.153

1.81 1.587 2.564 3.629 4.366 3.837 3.149

5.05 1.724 2.613 3.770 4.296 3.765 3.136

8.44 1.806 2.680 3.879 4.255 3.727 3.128

14.09 1.912 2.750 3.990 4.214 3.690 3.117

39.29 2.100 3.017 4.186 4.137 3.608 3.074

65.61 2.176 3.156 4.276 4.104 3.568 3.047

109.58 2.241 3.255 4.344 4.062 3.530 3.023

182.98 2.282 3.323 4.390 4.029 3.484 2.999

305.58 2.319 3.376 4.431 4.003 3.432 2.981

510.33 2.343 3.409 4.467 3.981 3.422 2.968

852.27 2.370 3.440 4.503 3.969 3.406 2.960

1423.30 2.396 3.464 4.528 3.962 3.397 2.952






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.219

®0.08 0.322

0.14 0.328

0.23 0.337

0.39 0.346

1.08 0.369

1.81 0.384

5.05 0.423

8.44 0.447

14.09 0.478

39.29 0.548

65.61 0.576

109.58 0.601

182.98 0.617

305.58 0.627

510.33 0.637

852.27 0.642

1423.30 0.645

t50 (min) 10.99

t50 (sec) 660

k (m/s) 6.09E-11

Cv (cm2/s) 2.86E-04

C alfa 8.74E-04

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 11/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

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co

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Circ

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riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.63

0.46

0.32

0.37

0.42

0.47

0.52

0.57

0.62

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH2_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.645

®0.08 0.750

0.14 0.758

0.23 0.773

0.39 0.787

1.08 0.825

1.81 0.846

5.05 0.937

8.44 0.998

14.09 1.075

39.29 1.188

65.61 1.244

109.58 1.279

182.98 1.310

305.58 1.335

510.33 1.365

852.27 1.385

1423.30 1.405

t50 (min) 8.61

t50 (sec) 517

k (m/s) 6.54E-11

Cv (cm2/s) 3.44E-04

C alfa 4.67E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 12/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

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ail: in

fo@

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tipi.it

P.IV

A e

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Sede le

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R 3

80

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01

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99

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/20

11

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cu

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se

co

nd

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Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.29

1.00

0.75

0.85

0.95

1.05

1.15

1.25

1.35

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH2_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.405

®0.08 1.500

0.14 1.504

0.23 1.514

0.39 1.525

1.08 1.559

1.81 1.587

5.05 1.724

8.44 1.806

14.09 1.912

39.29 2.100

65.61 2.176

109.58 2.241

182.98 2.282

305.58 2.319

510.33 2.343

852.27 2.370

1423.30 2.396

t50 (min) 11.05

t50 (sec) 663

k (m/s) 3.02E-11

Cv (cm2/s) 2.44E-04

C alfa 6.45E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 13/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

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11

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co

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Circ

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riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

2.25

1.86

1.50

1.60

1.70

1.80

1.90

2.00

2.10

2.20

2.30

2.40

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH2_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






26




(IBS 1377)



porosità (%) 41




Note: -







24.00

24.40




kPa

V.T.

kPa


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 5.58 5.32




fattore K 0.9998 0.9998


2.658





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S3SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 30 24 19




tara (g) 2.44 2.33 2.25 2.42 2.28 310.36

peso secco (g) 13.28 15.19 14.20 6.24 6.55 168.52













3024

19

40%

60%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S3SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.00 0.00 0.00 100.00

- calcolato 0.0538 5.22 3.99 3.99 96.01

- calcolato 0.0383 2.09 1.60 5.59 94.41

- calcolato 0.0273 2.09 1.60 7.19 92.81

- calcolato 0.0174 2.09 1.60 8.79 91.21

- calcolato 0.0124 2.09 1.60 10.39 89.61

- calcolato 0.0088 2.09 1.60 11.99 88.01

- calcolato 0.0064 8.38 6.40 18.39 81.61



fondo 69.13 52.81 100.00 0.00



20 30 33.5

20 60 33.0

20 120 32.5

20 300 32.0

20 600 31.5

20 1200 31.0

20 2400 29.0

20 4800 27.5

20 14400 25.0

20 86400 22.5

20 172800 20.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.0% 2.7%

LIMO > 2 µ > 2 µ34.1% 31.4%

ARGILLA < 2 µ < 2 µ65.9% 65.9%







50.00




0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10


















σv (kPa) 100 200 300

W ini (%) 25.6 25.6 25.6

γ ini (Mg/m3) 1.99 1.98 1.98

γd ini (Mg/m3) 1.58 1.58 1.58

S ini (%) 101 100 99

W fin (%) 17.0 14.1 15.3

γ fin (Mg/m3) 2.14 2.20 2.18

γd fin (Mg/m3) 1.83 1.93 1.89

S fin (%) 100 100 100

G (Mg/m3) 2.658

H fine cons (mm) 19.620 19.418 19.152





0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

0.90

1.00

1.10

1.20

1.30

1.40

1.50

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.111 27.457 0.163 0.061 19.896 0.126 0.005 31.711 0.019

0.391 48.267 0.227 0.272 70.843 0.203 0.227 134.574 0.040

0.685 60.026 0.270 0.592 100.643 0.251 0.590 153.965 0.073

1.012 67.563 0.297 0.926 114.741 0.286 0.953 162.975 0.098

1.366 71.331 0.314 1.290 122.988 0.311 1.306 165.743 0.115

1.730 73.092 0.324 1.644 126.249 0.330 1.669 165.563 0.126

2.094 73.584 0.334 1.986 126.724 0.345 2.019 163.908 0.133

2.445 73.224 0.338 2.334 125.438 0.357 2.366 161.907 0.138

2.791 72.505 0.339 2.681 124.028 0.367 2.739 159.019 0.141

3.141 72.259 0.342 3.030 122.513 0.373 3.099 157.049 0.144

3.500 71.596 0.343 3.388 120.433 0.378 3.459 155.830 0.147

3.853 71.331 0.346 3.738 119.358 0.380 3.818 153.995 0.150

4.217 70.952 0.354 4.090 119.605 0.397 4.186 151.979 0.153

4.578 69.911 0.359 4.443 119.869 0.400 4.540 152.355 0.155

4.940 69.343 0.360 4.798 119.640 0.404 4.931 149.933 0.156

5.298 69.172 0.363 5.169 118.794 0.408 5.284 149.332 0.157

5.676 68.415 0.364 5.542 118.565 0.417 5.653 147.707 0.159

6.046 67.619 0.366 5.900 116.204 0.423 5.993 146.383 0.160

6.406 66.900 0.370 6.276 114.054 0.433 6.371 145.315 0.160

6.764 66.540 0.373 6.654 112.045 0.439 6.731 144.066 0.160

7.126 65.972 0.372 7.010 109.948 0.442 7.089 143.615 0.160

7.480 65.385 0.372 7.380 107.692 0.445 7.446 142.502 0.161

7.832 64.874 0.372 7.729 106.035 0.448 7.799 141.991 0.161

8.195 64.230 0.376 8.085 105.154 0.454 8.170 139.734 0.162

8.552 63.813 0.379 8.464 104.256 0.457 8.520 138.290 0.162

8.918 62.867 0.377 8.808 103.286 0.465 8.902 135.327 0.163

9.271 61.958 0.378 9.178 101.330 0.465 9.264 132.890 0.169

9.271 0.000 0.916 9.556 100.731 0.465 9.616 131.340 0.172

10.131 22.742 0.916 9.556 0.000 1.292 9.616 0.000 0.860

10.472 32.740 0.941 10.059 6.591 1.292 10.112 21.511 0.860

10.850 33.365 0.951 10.254 40.356 1.321 10.290 47.837 0.877

11.205 34.368 0.952 10.648 49.643 1.333 10.676 73.259 0.889

11.547 34.652 0.954 10.998 52.586 1.338 11.040 85.745 0.898

11.916 34.917 0.957 11.345 54.454 1.343 11.387 94.771 0.905

12.279 35.145 0.961 11.712 52.956 1.351 11.744 102.292 0.908

12.631 35.410 0.964 12.064 53.820 1.356 12.088 104.248 0.911

12.988 35.637 0.964 12.417 54.278 1.359 12.454 106.203 0.912

13.325 36.091 0.962 12.767 54.965 1.359 12.801 104.248 0.913

13.697 35.864 0.962 13.108 55.599 1.356 13.163 103.195 0.915

14.045 35.807 0.963 13.476 55.952 1.357 13.524 100.788 0.917

14.438 35.807 0.966 13.833 56.481 1.358 13.882 99.735 0.917

14.933 36.262 0.968 14.215 57.062 1.359 14.252 99.284 0.915

15.301 36.413 0.967 14.556 57.644 1.358 14.621 98.682 0.913

15.649 36.413 0.967 14.937 58.172 1.357 14.984 98.682 0.912

16.009 36.319 0.967 15.296 58.454 1.354 15.375 100.186 0.911

16.393 36.300 0.969 15.660 58.895 1.356 15.743 100.788 0.909




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.005 0.08 0.062 0.08 0.019


2 di 4












0.14 0.037 0.14 0.170 0.14 0.354

0.23 0.072 0.23 0.253 0.23 0.440

0.39 0.106 0.39 0.298 0.39 0.487

1.08 0.177 1.08 0.387 1.08 0.577

1.81 0.215 1.81 0.423 1.81 0.622

5.05 0.298 5.05 0.495 5.05 0.712

8.44 0.337 8.44 0.527 8.44 0.751

14.09 0.367 14.09 0.553 14.09 0.779

39.29 0.399 39.29 0.578 39.29 0.816

65.61 0.406 65.61 0.587 65.61 0.829

109.58 0.415 109.58 0.593 109.58 0.848

182.98 0.421 182.98 0.604 182.98 0.858

305.58 0.430 305.58 0.614 305.58 0.870

510.33 0.434 510.33 0.629 510.33 0.882

852.27 0.443 852.27 0.634 852.27 0.899

1423.30 0.450 1423.30 0.652 1423.30 0.918

(Bishop ed Henkel)



Provino 1

t100 min

6.9

6.8

Provino 2

5.1

Provino 3

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S3 SH3











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.














2/daN) (MPa)

12.3 0.016 0.08 0.675 0.675

24.5 0.032 0.16 0.674 0.674 0.011 0.007 15.12

49.1 0.097 0.49 0.668 0.669 0.022 0.013 7.56

98.1 0.320 1.60 0.649 0.651 0.038 0.023 4.41

196.2 0.710 3.55 0.617 0.619 0.033 0.020 5.04

392.4 1.232 6.16 0.573 0.576 0.022 0.013 7.52

784.8 1.894 9.47 0.517 0.522 0.014 0.008 11.84

1569.6 2.606 13.03 0.458 0.463 0.008 0.005 22.07

3139.2 3.364 16.82 0.394 0.398 0.004 0.002 41.42

784.8 3.192 15.96 0.409 0.408

196.2 2.900 14.50 0.433 0.432

49.1 2.627 13.13 0.456 0.455



Umidità (%): 25.6 17.2












0

1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

2

4

6

8

10

12

14

16

18

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.001 0.001 0.004 0.114 0.365 0.771

0.14 0.001 0.002 0.005 0.115 0.369 0.778

0.23 0.001 0.002 0.006 0.117 0.374 0.787

0.39 0.001 0.002 0.007 0.120 0.384 0.796

1.08 0.002 0.004 0.011 0.130 0.403 0.824

1.81 0.003 0.005 0.015 0.137 0.415 0.840

5.05 0.004 0.009 0.026 0.159 0.464 0.916

8.44 0.006 0.012 0.036 0.180 0.500 0.955

14.09 0.008 0.016 0.049 0.200 0.544 1.004

39.29 0.012 0.024 0.071 0.248 0.616 1.100

65.61 0.013 0.026 0.079 0.268 0.640 1.138

109.58 0.014 0.028 0.084 0.281 0.659 1.163

182.98 0.015 0.029 0.088 0.291 0.673 1.186

305.58 0.015 0.030 0.091 0.300 0.686 1.203

510.33 0.016 0.031 0.094 0.308 0.700 1.217

852.27 0.016 0.032 0.096 0.315 0.706 1.227

1423.30 0.016 0.032 0.097 0.320 0.710 1.232

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.299 1.976 2.652 3.310 3.166 2.877

0.14 1.309 1.985 2.665 3.302 3.161 2.876

0.23 1.322 1.998 2.694 3.296 3.154 2.873

0.39 1.332 2.017 2.725 3.292 3.147 2.873

1.08 1.384 2.065 2.789 3.274 3.133 2.863

1.81 1.422 2.105 2.824 3.266 3.122 2.856

5.05 1.510 2.201 2.935 3.241 3.087 2.841

8.44 1.574 2.271 3.010 3.228 3.061 2.829

14.09 1.640 2.343 3.091 3.216 3.033 2.801

39.29 1.752 2.464 3.216 3.204 2.973 2.745

65.61 1.791 2.502 3.261 3.202 2.954 2.716

109.58 1.822 2.527 3.294 3.199 2.936 2.680

182.98 1.844 2.551 3.314 3.197 2.926 2.651

305.58 1.863 2.569 3.331 3.196 2.917 2.638

510.33 1.877 2.583 3.345 3.195 2.909 2.631

852.27 1.886 2.595 3.355 3.193 2.905 2.629

1423.30 1.894 2.606 3.364 3.192 2.900 2.627






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.320

®0.08 0.365

0.14 0.369

0.23 0.374

0.39 0.384

1.08 0.403

1.81 0.415

5.05 0.464

8.44 0.500

14.09 0.544

39.29 0.616

65.61 0.640

109.58 0.659

182.98 0.673

305.58 0.686

510.33 0.700

852.27 0.706

1423.30 0.710

t50 (min) 10.26

t50 (sec) 615

k (m/s) 5.92E-11

Cv (cm2/s) 3.04E-04

C alfa 1.05E-03

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 11/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

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Sede le

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co

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Circ

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iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.69

0.52

0.36

0.41

0.46

0.51

0.56

0.61

0.66

0.71

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH3_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.710

®0.08 0.771

0.14 0.778

0.23 0.787

0.39 0.796

1.08 0.824

1.81 0.840

5.05 0.916

8.44 0.955

14.09 1.004

39.29 1.100

65.61 1.138

109.58 1.163

182.98 1.186

305.58 1.203

510.33 1.217

852.27 1.227

1423.30 1.232

t50 (min) 10.05

t50 (sec) 603

k (m/s) 3.86E-11

Cv (cm2/s) 2.96E-04

C alfa 1.73E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 12/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

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n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

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4100 F

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R 3

80

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01

co

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° 91

99

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/10

/20

11

pe

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cu

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se

co

nd

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Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.20

0.75

0.97

0.75

0.80

0.85

0.90

0.95

1.00

1.05

1.10

1.15

1.20

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH3_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.232

®0.08 1.299

0.14 1.309

0.23 1.322

0.39 1.332

1.08 1.384

1.81 1.422

5.05 1.510

8.44 1.574

14.09 1.640

39.29 1.752

65.61 1.791

109.58 1.822

182.98 1.844

305.58 1.863

510.33 1.877

852.27 1.886

1423.30 1.894

t50 (min) 7.28

t50 (sec) 437

k (m/s) 3.18E-11

Cv (cm2/s) 3.83E-04

C alfa 2.03E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 13/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

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ail: in

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0174600387

Sede le

gale

, opera

tiva, a

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.va: v

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4100 F

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01

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99

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11

pe

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co

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Circ

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iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.84

1.56

1.29

1.39

1.49

1.59

1.69

1.79

1.89

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S3SH3_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






40




(IBS 1377)



porosità (%) 39




Note: -



3.60

4.10




kPa

V.T.

kPa




limo con argilla marrone-verde chiaro


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 6.25 7.12




fattore K 0.9998 0.9998


2.677





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S4SH1-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 29 24 19




tara (g) 2.36 2.25 2.25 2.27 2.25 310.81

peso secco (g) 21.61 19.53 21.20 7.33 7.86 200.92













292419

40%

60%

80%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S4SH1-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.65 0.49 0.49 99.51

- calcolato 0.0539 7.83 5.95 6.44 93.56

- calcolato 0.0387 4.17 3.17 9.62 90.38

- calcolato 0.0277 4.17 3.17 12.79 87.21

- calcolato 0.0178 4.17 3.17 15.96 84.04

- calcolato 0.0129 8.34 6.34 22.30 77.70

- calcolato 0.0095 12.52 9.51 31.81 68.19

- calcolato 0.0068 8.34 6.34 38.16 61.84



fondo 39.64 30.13 100.00 0.00



20 30 33.0

20 60 32.0

20 120 31.0

20 300 30.0

20 600 28.0

20 1200 25.0

20 2400 23.0

20 4800 21.0

20 14400 18.0

20 86400 16.0

20 172800 13.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.5% 4.5%

LIMO > 2 µ > 2 µ56.3% 52.3%

ARGILLA < 2 µ < 2 µ43.2% 43.2%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10
















NATURA DEL CAMPIONE: limo con argilla marrone-verde chiaro


σv (kPa) 100 200 300

W ini (%) 27.2 27.2 27.2

γ ini (Mg/m3) 2.00 2.00 1.99

γd ini (Mg/m3) 1.57 1.58 1.56

S ini (%) 103 104 102

W fin (%) 22.7 20.4 21.2

γ fin (Mg/m3) 2.04 2.09 2.07

γd fin (Mg/m3) 1.66 1.73 1.71

S fin (%) 100 100 100

G (Mg/m3) 2.677

H fine cons (mm) 23.164 22.900 22.701





0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.10

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.130 26.111 -0.007 0.068 31.611 0.037 0.009 7.171 0.017

0.407 43.167 -0.006 0.412 62.278 0.100 0.212 39.470 0.076

0.709 51.250 0.000 0.766 73.028 0.142 0.454 70.064 0.139

1.008 57.000 0.009 1.120 80.306 0.186 0.782 95.994 0.188

1.333 60.583 0.018 1.481 88.583 0.230 1.163 114.219 0.222

1.624 63.083 0.025 1.813 94.667 0.270 1.548 128.910 0.247

1.940 65.222 0.033 2.168 100.611 0.306 1.931 139.635 0.254

2.227 67.139 0.040 2.528 103.778 0.336 2.307 146.518 0.257

2.543 68.667 0.046 2.911 106.222 0.360 2.687 151.588 0.260

2.821 70.306 0.047 3.259 108.944 0.383 3.086 156.237 0.261

3.127 71.000 0.049 3.632 111.111 0.404 3.477 159.853 0.261

3.449 71.667 0.046 3.995 111.472 0.425 3.848 161.638 0.261

3.744 71.361 0.042 4.351 112.833 0.441 4.241 161.917 0.263

4.072 71.667 0.038 4.703 113.028 0.457 4.641 161.079 0.266

4.362 71.889 0.036 5.056 114.361 0.474 5.072 161.638 0.263

4.662 72.444 0.032 5.426 115.167 0.491 5.454 159.963 0.271

4.956 72.750 0.028 5.769 115.639 0.509 5.861 159.404 0.269

5.259 72.667 0.024 6.134 115.972 0.524 6.240 158.008 0.264

5.615 72.889 0.019 6.523 116.972 0.538 6.644 158.008 0.268

5.906 72.861 0.014 6.881 116.972 0.553 7.030 158.288 0.265

6.221 73.250 0.011 7.233 117.583 0.567 7.464 158.008 0.267

6.513 73.611 0.007 7.603 117.194 0.578 7.864 158.288 0.266

6.825 73.861 0.001 7.966 117.000 0.580 8.243 158.288 0.267

7.123 74.028 -0.002 8.311 117.583 0.585 8.616 157.450 0.269

7.426 73.778 -0.006 8.691 117.000 0.581 9.011 156.333 0.268

7.717 74.056 -0.011 8.985 2.778 0.516 9.286 2.671 0.187

8.021 74.556 -0.015 9.035 42.222 0.508 9.516 52.599 0.185

8.489 1.167 0.277 9.300 53.056 0.510 9.798 75.654 0.184

8.944 23.111 0.310 9.628 56.389 0.508 10.085 94.358 0.184

9.360 31.889 0.314 9.989 57.500 0.504 10.434 103.571 0.188

9.750 35.167 0.314 10.341 58.056 0.490 10.780 106.083 0.188

10.205 36.583 0.320 10.717 58.056 0.482 11.128 105.246 0.183

10.478 37.778 0.320 11.062 58.333 0.484 11.503 105.804 0.183

10.920 37.778 0.329 11.438 57.778 0.484 11.865 105.804 0.183

11.271 38.250 0.333 11.792 57.778 0.484 12.249 106.083 0.185

11.596 38.250 0.318 12.152 58.333 0.482 12.615 105.246 0.184

11.804 38.472 0.333 12.531 58.333 0.486 13.010 104.688 0.184

12.194 38.472 0.329 12.916 58.889 0.484 13.401 104.129 0.182

12.597 37.972 0.320 13.275 57.943 0.482 13.807 104.688 0.182

12.922 38.000 0.320 13.649 57.881 0.480 14.191 103.571 0.184

13.390 37.778 0.329 14.012 56.667 0.480 14.594 102.733 0.183

13.923 37.528 0.320 14.393 55.833 0.480 14.973 101.617 0.186

14.391 37.528 0.337 14.738 55.000 0.482 15.373 102.175 0.188

14.976 37.778 0.352 15.132 55.278 0.480 15.761 101.617 0.192

15.444 37.778 0.344 15.502 55.000 0.480 16.184 100.500 0.196

15.847 38.250 0.340 15.859 53.889 0.480 16.578 99.663 0.201

16.237 38.250 0.314 16.213 53.889 0.478 16.966 97.429 0.245




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.004 0.08 0.021 0.08 0.051


2 di 4












0.14 0.009 0.14 0.040 0.14 0.102

0.23 0.018 0.23 0.066 0.23 0.144

0.39 0.030 0.39 0.093 0.39 0.185

1.08 0.053 1.08 0.167 1.08 0.252

1.81 0.064 1.81 0.207 1.81 0.295

5.05 0.091 5.05 0.296 5.05 0.366

8.44 0.105 8.44 0.346 8.44 0.403

14.09 0.120 14.09 0.382 14.09 0.442

39.29 0.140 39.29 0.418 39.29 0.511

65.61 0.148 65.61 0.426 65.61 0.545

109.58 0.157 109.58 0.434 109.58 0.578

182.98 0.164 182.98 0.438 182.98 0.606

305.58 0.171 305.58 0.447 305.58 0.627

510.33 0.182 510.33 0.447 510.33 0.643

852.27 0.190 852.27 0.455 852.27 0.649

1423.30 0.196 1423.30 0.460 1423.30 0.659

(Bishop ed Henkel)



Provino 1

t100 min

10.9

13.0

Provino 2

7.5

Provino 3

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S4 SH1











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.











NATURA DEL CAMPIONE: limo con argilla marrone-verde chiaro



2/daN) (MPa)

12.3 0.005 0.03 0.640 0.640

24.5 0.028 0.14 0.638 0.638 0.015 0.009 10.72

49.1 0.110 0.55 0.632 0.632 0.027 0.017 5.99

98.1 0.303 1.51 0.616 0.617 0.032 0.020 5.09

196.2 0.701 3.51 0.583 0.585 0.033 0.020 4.93

392.4 1.318 6.59 0.533 0.535 0.026 0.016 6.36

784.8 2.124 10.62 0.466 0.470 0.017 0.010 9.73

1569.6 3.039 15.20 0.391 0.397 0.010 0.006 17.16

3139.2 3.907 19.54 0.320 0.324 0.005 0.003 36.17

784.8 3.556 17.78 0.349 0.348

196.2 3.034 15.17 0.392 0.382

49.1 2.686 13.43 0.420 0.411



Umidità (%): 22.1 15.7












1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

5

10

15

20

25

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.003 0.013 0.045 0.159 0.397 0.835

0.14 0.003 0.013 0.047 0.162 0.402 0.842

0.23 0.003 0.013 0.050 0.166 0.412 0.854

0.39 0.003 0.014 0.052 0.171 0.420 0.867

1.08 0.003 0.016 0.060 0.185 0.442 0.895

1.81 0.004 0.017 0.065 0.193 0.461 0.921

5.05 0.004 0.019 0.075 0.216 0.503 0.982

8.44 0.004 0.020 0.081 0.228 0.528 1.022

14.09 0.004 0.022 0.086 0.240 0.559 1.070

39.29 0.005 0.024 0.095 0.265 0.617 1.159

65.61 0.005 0.025 0.099 0.275 0.641 1.204

109.58 0.005 0.026 0.101 0.284 0.659 1.240

182.98 0.005 0.027 0.104 0.289 0.674 1.272

305.58 0.005 0.027 0.106 0.293 0.685 1.293

510.33 0.005 0.028 0.108 0.296 0.692 1.305

852.27 0.005 0.028 0.109 0.299 0.697 1.312

1423.30 0.005 0.028 0.110 0.303 0.701 1.318

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.421 2.238 3.103 3.847 3.475 2.999

0.14 1.438 2.247 3.118 3.834 3.472 2.999

0.23 1.452 2.257 3.131 3.815 3.467 2.997

0.39 1.468 2.267 3.155 3.795 3.456 2.995

1.08 1.505 2.308 3.213 3.757 3.416 2.989

1.81 1.529 2.332 3.265 3.733 3.397 2.986

5.05 1.607 2.426 3.396 3.680 3.335 2.969

8.44 1.664 2.505 3.457 3.658 3.299 2.959

14.09 1.735 2.592 3.525 3.634 3.269 2.943

39.29 1.894 2.777 3.659 3.596 3.205 2.899

65.61 1.968 2.867 3.723 3.586 3.171 2.861

109.58 2.021 2.930 3.794 3.578 3.138 2.817

182.98 2.059 2.966 3.834 3.570 3.112 2.788

305.58 2.090 2.987 3.863 3.564 3.090 2.747

510.33 2.105 3.006 3.883 3.559 3.075 2.726

852.27 2.116 3.023 3.896 3.556 3.057 2.701

1423.30 2.124 3.039 3.907 3.556 3.034 2.686






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.303

®0.08 0.397

0.14 0.402

0.23 0.412

0.39 0.420

1.08 0.442

1.81 0.461

5.05 0.503

8.44 0.528

14.09 0.559

39.29 0.617

65.61 0.641

109.58 0.659

182.98 0.674

305.58 0.685

510.33 0.692

852.27 0.697

1423.30 0.701

t50 (min) 8.07

t50 (sec) 484

k (m/s) 7.71E-11

Cv (cm2/s) 3.87E-04

C alfa 1.05E-03

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 06/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

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11

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se

co

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Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.68

0.53

0.39

0.44

0.49

0.54

0.59

0.64

0.69

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH1_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.701

®0.08 0.835

0.14 0.842

0.23 0.854

0.39 0.867

1.08 0.895

1.81 0.921

5.05 0.982

8.44 1.022

14.09 1.070

39.29 1.159

65.61 1.204

109.58 1.240

182.98 1.272

305.58 1.293

510.33 1.305

852.27 1.312

1423.30 1.318

t50 (min) 11.12

t50 (sec) 667

k (m/s) 4.11E-11

Cv (cm2/s) 2.67E-04

C alfa 1.49E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 07/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

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tipi.it

P.IV

A e

Codic

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n.0

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Sede le

gale

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tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

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La

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to a

i se

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ell' a

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de

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R 3

80

/20

01

co

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to n

° 91

99

de

l 10

/10

/20

11

pe

r l' ese

cu

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di p

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se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.29

1.05

0.83

0.88

0.93

0.98

1.03

1.08

1.13

1.18

1.23

1.28

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH1_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.318

®0.08 1.421

0.14 1.438

0.23 1.452

0.39 1.468

1.08 1.505

1.81 1.529

5.05 1.607

8.44 1.664

14.09 1.735

39.29 1.894

65.61 1.968

109.58 2.021

182.98 2.059

305.58 2.090

510.33 2.105

852.27 2.116

1423.30 2.124

t50 (min) 13.36

t50 (sec) 802

k (m/s) 2.07E-11

Cv (cm2/s) 2.06E-04

C alfa 2.32E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 08/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

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mm

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11

pe

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cu

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se

co

nd

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Circ

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iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

2.08

1.73

1.42

1.52

1.62

1.72

1.82

1.92

2.02

2.12

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH1_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






65




(IBS 1377)



porosità (%) 46




Note: -







13.50

14.00




kPa

V.T.

kPa


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 7.11 7.02




fattore K 1.0000 1.0000


2.608





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S4SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 17 25 30




tara (g) 2.30 2.33 2.25 2.33 2.28 309.17

peso secco (g) 14.70 13.36 11.56 8.26 7.73 145.83













17

2530

80%

100%

120%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S4SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.25 0.19 0.19 99.81

286 setaccio 0.075 1.32 1.00 1.19 98.81

- calcolato 0.0536 0.89 0.67 1.85 98.15

- calcolato 0.0382 2.12 1.60 3.45 96.55

- calcolato 0.0272 2.12 1.60 5.05 94.95

- calcolato 0.0173 2.12 1.60 6.65 93.35

- calcolato 0.0123 2.12 1.60 8.25 91.75

- calcolato 0.0088 2.12 1.60 9.85 90.15

- calcolato 0.0063 2.12 1.60 11.45 88.55



fondo 70.69 53.36 100.00 0.00



21 30 34.0

21 60 33.5

21 120 33.0

21 300 32.5

21 600 32.0

21 1200 31.5

21 2400 31.0

21 4800 28.5

21 14400 25.0

21 86400 23.0

21 172800 20.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

1.2% 1.6%

LIMO > 2 µ > 2 µ31.8% 31.4%

ARGILLA < 2 µ < 2 µ67.0% 67.0%







50.00




0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10


















σv (kPa) 100 200 300

W ini (%) 31.3 31.3 31.3

γ ini (Mg/m3) 1.84 1.86 1.86

γd ini (Mg/m3) 1.40 1.42 1.42

S ini (%) 95 97 98

W fin (%) 32.2 27.4 24.3

γ fin (Mg/m3) 1.87 1.94 1.98

γd fin (Mg/m3) 1.42 1.52 1.60

S fin (%) 100 100 100

G (Mg/m3) 2.608

H fine cons (mm) 19.786 19.667 19.361





0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.10

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.025 18.497 0.009 0.114 34.271 0.031 0.050 39.291 0.137

0.359 43.290 0.037 0.328 58.357 0.065 0.345 78.987 0.253

0.671 50.859 0.059 0.564 79.542 0.091 0.657 97.855 0.322

1.005 54.891 0.080 0.824 93.901 0.112 1.004 111.781 0.385

1.361 59.206 0.103 1.092 101.258 0.134 1.362 121.386 0.440

1.726 60.337 0.123 1.397 106.068 0.158 1.711 131.458 0.492

2.060 60.974 0.138 1.667 109.322 0.181 2.059 140.597 0.532

2.409 59.807 0.145 1.934 111.727 0.202 2.411 146.503 0.565

2.767 58.534 0.147 2.227 113.813 0.224 2.756 152.192 0.595

3.158 56.270 0.146 2.488 115.900 0.245 3.131 155.145 0.621

3.518 53.830 0.147 2.784 116.961 0.264 3.485 158.564 0.638

3.856 52.203 0.147 3.079 119.401 0.279 3.845 157.880 0.651

4.191 51.177 0.148 3.356 117.279 0.293 4.202 153.901 0.659

4.590 49.975 0.148 3.630 116.607 0.304 4.559 147.373 0.665

4.953 48.772 0.148 3.924 114.025 0.314 4.920 141.654 0.671

5.282 47.463 0.149 4.219 112.186 0.322 5.276 137.178 0.676

5.639 45.978 0.148 4.535 109.180 0.329 5.624 131.955 0.678

6.024 46.013 0.149 4.858 105.855 0.335 6.012 127.572 0.682

6.390 45.766 0.149 5.117 103.557 0.340 6.385 120.858 0.685

6.725 44.457 0.150 5.374 101.647 0.346 6.715 117.967 0.688

7.085 44.139 0.149 5.657 99.454 0.351 7.068 115.511 0.691

7.474 42.866 0.150 5.951 97.261 0.356 7.467 112.465 0.695

7.830 42.512 0.150 6.248 95.139 0.359 7.837 108.921 0.699

8.158 41.203 0.150 6.548 93.371 0.364 8.172 106.808 0.702

8.522 40.496 0.149 6.844 90.718 0.366 8.524 99.472 0.678

8.684 0.212 0.008 7.344 88.419 0.426 8.973 2.989 0.617

9.031 23.661 0.014 7.812 88.066 0.443 9.488 44.762 0.581

9.356 25.005 0.015 8.232 88.066 0.448 9.768 62.170 0.564

9.726 25.995 0.018 8.640 88.419 0.451 10.055 72.739 0.550

10.107 25.748 0.028 8.952 2.122 0.451 10.402 78.334 0.533

10.462 25.642 0.033 9.492 49.515 0.449 10.748 79.266 0.508

10.810 26.031 0.037 9.960 62.247 0.446 11.094 79.266 0.503

11.157 26.137 0.037 10.500 63.662 0.448 11.468 79.266 0.503

11.529 25.677 0.036 10.920 68.260 0.451 11.829 79.266 0.503

11.917 25.960 0.036 11.340 67.552 0.451 12.212 78.956 0.505

12.279 26.207 0.037 11.700 67.552 0.451 12.577 87.154 0.504

12.578 25.748 0.036 12.168 67.552 0.451 12.971 86.466 0.504

12.958 26.278 0.036 12.480 67.906 0.449 13.361 85.779 0.502

13.337 25.854 0.036 13.068 67.906 0.449 13.766 86.466 0.502

13.692 26.031 0.035 13.548 68.260 0.451 14.149 85.092 0.504

14.044 25.535 0.035 13.968 67.552 0.451 14.550 84.061 0.503

14.419 25.854 0.033 14.316 66.138 0.452 14.928 82.686 0.506

14.773 25.783 0.031 14.796 66.491 0.456 15.326 83.374 0.508

15.145 25.960 0.031 15.360 66.138 0.452 15.714 82.686 0.512

15.487 26.101 0.030 15.876 66.138 0.452 16.136 81.312 0.508

15.843 25.748 0.027 16.284 64.723 0.452 16.528 80.281 0.513

16.226 25.359 0.027 16.704 66.491 0.449 16.916 77.532 0.515




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.023 0.08 0.007 0.08 0.012


2 di 4












0.14 0.034 0.14 0.012 0.14 0.030

0.23 0.049 0.23 0.021 0.23 0.050

0.39 0.069 0.39 0.034 0.39 0.070

1.08 0.100 1.08 0.068 1.08 0.125

1.81 0.122 1.81 0.086 1.81 0.160

5.05 0.170 5.05 0.173 5.05 0.269

8.44 0.198 8.44 0.201 8.44 0.338

14.09 0.223 14.09 0.257 14.09 0.414

39.29 0.253 39.29 0.322 39.29 0.558

65.61 0.265 65.61 0.340 65.61 0.606

109.58 0.278 109.58 0.361 109.58 0.628

182.98 0.284 182.98 0.377 182.98 0.652

305.58 0.284 305.58 0.389 305.58 0.676

510.33 0.283 510.33 0.394 510.33 0.695

852.27 0.284 852.27 0.399 852.27 0.709

1423.30 0.284 1423.30 0.403 1423.30 0.708

(Bishop ed Henkel)



30.6

9.7

Provino 2

26.8

Provino 3

Provino 1

t100 min

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S4 SH2











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.














2/daN) (MPa)

12.3 0.005 0.03 0.849 0.849

24.5 0.025 0.13 0.847 0.847 0.015 0.008 12.17

49.1 0.081 0.41 0.842 0.843 0.021 0.011 8.73

98.1 0.303 1.51 0.821 0.825 0.042 0.023 4.43

196.2 0.741 3.71 0.781 0.784 0.041 0.022 4.47

392.4 1.479 7.39 0.713 0.725 0.035 0.019 5.32

784.8 2.430 12.15 0.625 0.634 0.022 0.012 8.25

1569.6 3.477 17.38 0.528 0.541 0.012 0.007 15.00

3139.2 4.300 21.50 0.452 0.462 0.005 0.003 38.14

784.8 3.879 19.40 0.491 0.489

196.2 3.198 15.99 0.554 0.543

49.1 2.751 13.76 0.595 0.567



Umidità (%): 31.3 22.8












1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

5

10

15

20

25

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.40

0.50

0.60

0.70

0.80

0.90

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.001 0.005 0.014 0.126 0.375 0.834

0.14 0.001 0.006 0.016 0.128 0.380 0.840

0.23 0.001 0.006 0.018 0.130 0.390 0.850

0.39 0.001 0.007 0.021 0.134 0.400 0.860

1.08 0.002 0.010 0.028 0.145 0.417 0.889

1.81 0.002 0.011 0.033 0.154 0.430 0.912

5.05 0.003 0.015 0.042 0.182 0.464 0.988

8.44 0.003 0.016 0.048 0.198 0.501 1.052

14.09 0.004 0.018 0.053 0.214 0.537 1.136

39.29 0.004 0.020 0.062 0.242 0.615 1.263

65.61 0.004 0.021 0.066 0.256 0.646 1.320

109.58 0.004 0.022 0.070 0.268 0.672 1.355

182.98 0.005 0.023 0.073 0.279 0.693 1.385

305.58 0.005 0.024 0.076 0.285 0.712 1.413

510.33 0.005 0.024 0.078 0.290 0.728 1.435

852.27 0.005 0.025 0.080 0.297 0.737 1.460

1423.30 0.005 0.025 0.081 0.303 0.741 1.479

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.573 2.500 3.545 4.272 3.843 3.170

0.14 1.579 2.507 3.545 4.253 3.843 3.170

0.23 1.589 2.519 3.559 4.237 3.838 3.168

0.39 1.599 2.533 3.580 4.215 3.833 3.166

1.08 1.635 2.577 3.675 4.173 3.818 3.160

1.81 1.664 2.619 3.740 4.144 3.790 3.156

5.05 1.754 2.806 3.867 4.092 3.678 3.138

8.44 1.808 2.884 3.927 4.060 3.613 3.125

14.09 1.907 2.973 3.986 4.032 3.560 3.110

39.29 2.096 3.130 4.086 3.973 3.449 3.053

65.61 2.201 3.215 4.138 3.943 3.405 3.012

109.58 2.268 3.273 4.177 3.926 3.365 2.965

182.98 2.319 3.326 4.210 3.911 3.318 2.900

305.58 2.359 3.375 4.236 3.898 3.280 2.845

510.33 2.387 3.414 4.261 3.887 3.242 2.807

852.27 2.412 3.450 4.282 3.881 3.213 2.770

1423.30 2.430 3.477 4.300 3.879 3.198 2.751






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

5.0

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.303

®0.08 0.375

0.14 0.380

0.23 0.390

0.39 0.400

1.08 0.417

1.81 0.430

5.05 0.464

8.44 0.501

14.09 0.537

39.29 0.615

65.61 0.646

109.58 0.672

182.98 0.693

305.58 0.712

510.33 0.728

852.27 0.737

1423.30 0.741

t50 (min) 13.02

t50 (sec) 781

k (m/s) 5.25E-11

Cv (cm2/s) 2.39E-04

C alfa 1.58E-03

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 06/04/14 rev.0 del: 24/04/14





elle

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.r.l.

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: ww

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Circ

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iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.71

0.53

0.37

0.42

0.47

0.52

0.57

0.62

0.67

0.72

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH2_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.741

®0.08 0.834

0.14 0.840

0.23 0.850

0.39 0.860

1.08 0.889

1.81 0.912

5.05 0.988

8.44 1.052

14.09 1.136

39.29 1.263

65.61 1.320

109.58 1.355

182.98 1.385

305.58 1.413

510.33 1.435

852.27 1.460

1423.30 1.479

t50 (min) 10.01

t50 (sec) 600

k (m/s) 5.41E-11

Cv (cm2/s) 2.93E-04

C alfa 5.08E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 07/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

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11

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co

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Circ

ola

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iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.35

1.08

0.83

0.93

1.03

1.13

1.23

1.33

1.43

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH2_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.479

®0.08 1.573

0.14 1.579

0.23 1.589

0.39 1.599

1.08 1.635

1.81 1.664

5.05 1.754

8.44 1.808

14.09 1.907

39.29 2.096

65.61 2.201

109.58 2.268

182.98 2.319

305.58 2.359

510.33 2.387

852.27 2.412

1423.30 2.430

t50 (min) 16.90

t50 (sec) 1014

k (m/s) 1.89E-11

Cv (cm2/s) 1.59E-04

C alfa 5.26E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 08/04/14 rev.0 del: 24/04/14





elle

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norma ASTM D 2435

2.33

1.94

1.57

1.67

1.77

1.87

1.97

2.07

2.17

2.27

2.37

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH2_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






49




(IBS 1377)

200 100 γγγγ secco (Mg/m3) 1.49


porosità (%) 44




Note: -



22.50

23.00




kPa

V.T.

kPa






pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 6.62 6.33




fattore K 1.0000 1.0000


2.647





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S4SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 29 24 19




tara (g) 2.32 2.32 2.32 2.50 2.45 310.23

peso secco (g) 11.59 11.85 12.43 7.75 6.44 214.85













2924

19

60%

80%

100%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S4SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.20 0.15 0.15 99.85

- calcolato 0.0533 4.16 3.17 3.32 96.68

- calcolato 0.0380 2.10 1.60 4.92 95.08

- calcolato 0.0271 2.10 1.60 6.53 93.47

- calcolato 0.0172 2.10 1.60 8.13 91.87

- calcolato 0.0123 2.10 1.60 9.73 90.27

- calcolato 0.0087 2.10 1.60 11.33 88.67

- calcolato 0.0063 4.20 3.20 14.53 85.47



fondo 74.25 56.63 100.00 0.00



21 30 33.5

21 60 33.0

21 120 32.5

21 300 32.0

21 600 31.5

21 1200 31.0

21 2400 30.0

21 4800 27.0

21 14400 25.5

21 86400 23.5

21 172800 21.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.2% 2.2%

LIMO > 2 µ > 2 µ31.0% 28.9%

ARGILLA < 2 µ < 2 µ68.8% 68.8%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10


















σv (kPa) 100 200 300

W ini (%) 29.1 29.1 29.1

γ ini (Mg/m3) 1.92 1.92 1.90

γd ini (Mg/m3) 1.49 1.49 1.47

S ini (%) 98 99 96

W fin (%) 28.3 25.8 24.3

γ fin (Mg/m3) 1.94 1.98 2.01

γd fin (Mg/m3) 1.51 1.57 1.61

S fin (%) 100 100 100

G (Mg/m3) 2.647

H fine cons (mm) 19.844 19.668 19.264





0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

0.00

0.10

0.20

0.30

0.40

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.051 18.854 0.038 0.065 29.528 0.023 0.017 46.545 0.057

0.254 42.752 0.086 0.262 65.179 0.039 0.200 103.461 0.103

0.555 55.321 0.110 0.510 79.018 0.056 0.482 126.681 0.143

0.899 61.130 0.133 0.735 87.628 0.073 0.791 141.511 0.178

1.264 63.454 0.145 0.993 95.344 0.090 1.124 150.856 0.207

1.634 62.979 0.147 1.243 97.321 0.104 1.486 157.262 0.233

1.996 61.949 0.146 1.503 99.043 0.117 1.835 160.342 0.252

2.365 60.682 0.147 1.753 101.977 0.127 2.162 160.412 0.266

2.721 59.176 0.147 2.017 103.667 0.138 2.515 159.244 0.276

3.095 58.305 0.147 2.283 103.316 0.147 2.861 157.404 0.284

3.442 58.120 0.147 2.539 103.284 0.157 3.207 155.492 0.289

3.808 57.830 0.146 2.802 101.881 0.164 3.566 153.440 0.295

4.183 57.196 0.146 3.079 101.849 0.168 3.902 151.457 0.299

4.556 56.166 0.147 3.340 102.583 0.171 4.249 148.201 0.305

4.920 55.664 0.148 3.592 102.105 0.173 4.593 145.794 0.311

5.293 53.288 0.149 3.858 102.073 0.174 4.959 143.989 0.318

5.630 52.258 0.149 4.103 102.806 0.174 5.324 142.679 0.325

6.006 52.020 0.148 4.391 101.339 0.174 5.669 140.980 0.330

6.380 51.835 0.149 4.630 102.200 0.174 6.027 139.954 0.335

6.750 51.598 0.148 4.898 102.487 0.173 6.363 137.335 0.340

7.131 50.858 0.148 5.156 103.221 0.172 6.725 136.343 0.345

7.479 50.225 0.149 5.409 103.699 0.171 7.080 135.105 0.350

7.828 49.908 0.150 5.680 103.954 0.169 7.433 134.184 0.353

8.196 49.327 0.150 5.943 102.934 0.167 7.763 132.662 0.354

8.569 48.878 0.149 6.202 102.934 0.165 8.100 132.273 0.348

8.802 1.320 0.042 6.481 102.360 0.163 8.524 3.404 0.348

9.017 19.488 0.052 6.757 100.861 0.159 9.013 50.970 0.348

9.303 25.825 0.058 7.075 101.467 0.251 9.280 70.791 0.340

9.653 28.228 0.059 7.524 101.148 0.254 9.552 81.256 0.335

10.021 29.047 0.067 7.867 101.467 0.254 9.882 84.641 0.322

10.381 29.258 0.067 8.461 102.041 0.252 10.210 85.565 0.308

10.755 28.492 0.067 8.976 1.244 0.249 10.540 85.565 0.303

11.100 28.175 0.067 9.570 47.034 0.251 10.895 85.565 0.303

11.469 27.674 0.068 10.032 56.888 0.254 11.238 85.257 0.303

11.812 27.383 0.069 10.494 57.398 0.254 11.601 86.180 0.305

12.169 27.278 0.069 10.890 57.398 0.254 11.948 85.257 0.304

12.539 27.489 0.068 11.405 57.813 0.254 12.322 86.796 0.304

12.917 27.568 0.071 11.748 57.175 0.252 12.693 85.565 0.302

13.265 27.753 0.072 12.395 57.175 0.252 13.077 84.026 0.302

13.637 28.017 0.069 12.923 57.398 0.254 13.441 84.641 0.304

13.979 28.202 0.068 13.385 58.418 0.254 13.822 84.641 0.303

14.360 27.885 0.067 13.768 57.175 0.255 14.182 82.795 0.303

14.703 28.123 0.066 14.296 57.398 0.259 14.560 80.640 0.304

15.088 28.360 0.066 14.916 57.813 0.255 14.928 81.256 0.304

15.440 28.149 0.068 15.484 57.813 0.255 15.329 80.025 0.303

15.804 28.228 0.068 15.932 57.398 0.255 15.702 81.256 0.297

16.158 28.836 0.067 16.394 57.430 0.252 16.070 80.025 0.297




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.005 0.08 0.034 0.08 0.020


2 di 4












0.14 0.011 0.14 0.064 0.14 0.040

0.23 0.018 0.23 0.097 0.23 0.067

0.39 0.028 0.39 0.128 0.39 0.094

1.08 0.047 1.08 0.188 1.08 0.157

1.81 0.058 1.81 0.213 1.81 0.200

5.05 0.081 5.05 0.254 5.05 0.298

8.44 0.093 8.44 0.272 8.44 0.353

14.09 0.105 14.09 0.288 14.09 0.413

39.29 0.132 39.29 0.317 39.29 0.552

65.61 0.146 65.61 0.333 65.61 0.634

109.58 0.157 109.58 0.346 109.58 0.684

182.98 0.166 182.98 0.352 182.98 0.730

305.58 0.175 305.58 0.356 305.58 0.752

510.33 0.179 510.33 0.358 510.33 0.766

852.27 0.182 852.27 0.360 852.27 0.766

1423.30 0.186 1423.30 0.362 1423.30 0.763

(Bishop ed Henkel)



23.4

15.5

Provino 2

4.6

Provino 3

Provino 1

t100 min

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S4 SH3











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.














2/daN) (MPa)

12.3 0.006 0.03 0.754 0.754

24.5 0.014 0.07 0.754 0.754 0.006 0.003 29.28

49.1 0.035 0.17 0.752 0.752 0.007 0.004 23.42

98.1 0.242 1.21 0.734 0.736 0.037 0.021 4.74

196.2 0.629 3.15 0.700 0.702 0.035 0.020 5.06

392.4 1.159 5.80 0.653 0.656 0.024 0.014 7.41

784.8 1.843 9.21 0.593 0.599 0.015 0.009 11.48

1569.6 2.820 14.10 0.507 0.520 0.011 0.006 16.07

3139.2 3.812 19.06 0.420 0.428 0.006 0.003 31.64

784.8 3.406 17.03 0.456 0.455

196.2 2.864 14.32 0.503 0.498

49.1 2.467 12.33 0.538 0.524



Umidità (%): 29.1 20.3












1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

5

10

15

20

25

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

0.80

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.002 0.005 0.015 0.063 0.308 0.699

0.14 0.003 0.006 0.016 0.066 0.314 0.710

0.23 0.003 0.006 0.018 0.069 0.321 0.717

0.39 0.003 0.007 0.020 0.074 0.327 0.727

1.08 0.004 0.008 0.023 0.088 0.343 0.759

1.81 0.004 0.009 0.025 0.101 0.355 0.786

5.05 0.005 0.011 0.029 0.135 0.401 0.852

8.44 0.005 0.011 0.030 0.149 0.429 0.900

14.09 0.005 0.012 0.031 0.165 0.471 0.940

39.29 0.005 0.013 0.033 0.190 0.530 1.027

65.61 0.005 0.013 0.033 0.202 0.554 1.065

109.58 0.005 0.014 0.034 0.212 0.577 1.090

182.98 0.005 0.014 0.034 0.219 0.593 1.111

305.58 0.006 0.014 0.034 0.226 0.606 1.131

510.33 0.006 0.014 0.035 0.232 0.617 1.147

852.27 0.006 0.014 0.035 0.238 0.624 1.153

1423.30 0.006 0.014 0.035 0.242 0.629 1.159

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.242 1.934 2.907 3.737 3.353 2.837

0.14 1.249 1.942 2.924 3.716 3.352 2.836

0.23 1.262 1.955 2.943 3.691 3.348 2.835

0.39 1.274 1.968 2.975 3.674 3.340 2.832

1.08 1.305 2.010 3.079 3.618 3.284 2.826

1.81 1.325 2.035 3.160 3.588 3.246 2.821

5.05 1.381 2.139 3.318 3.540 3.160 2.805

8.44 1.436 2.218 3.382 3.521 3.112 2.788

14.09 1.507 2.332 3.455 3.506 3.075 2.773

39.29 1.644 2.511 3.580 3.473 3.009 2.722

65.61 1.707 2.596 3.630 3.455 2.981 2.686

109.58 1.751 2.662 3.684 3.434 2.957 2.643

182.98 1.780 2.703 3.727 3.420 2.929 2.587

305.58 1.799 2.736 3.761 3.413 2.904 2.536

510.33 1.816 2.766 3.781 3.408 2.886 2.502

852.27 1.829 2.796 3.800 3.405 2.872 2.480

1423.30 1.843 2.820 3.812 3.406 2.864 2.467






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.242

®0.08 0.308

0.14 0.314

0.23 0.321

0.39 0.327

1.08 0.343

1.81 0.355

5.05 0.401

8.44 0.429

14.09 0.471

39.29 0.530

65.61 0.554

109.58 0.577

182.98 0.593

305.58 0.606

510.33 0.617

852.27 0.624

1423.30 0.629

t50 (min) 10.17

t50 (sec) 610

k (m/s) 5.99E-11

Cv (cm2/s) 3.09E-04

C alfa 1.36E-03

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 06/04/14 rev.0 del: 24/04/14





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norma ASTM D 2435

0.60

0.44

0.30

0.35

0.40

0.45

0.50

0.55

0.60

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH3_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.629

®0.08 0.699

0.14 0.710

0.23 0.717

0.39 0.727

1.08 0.759

1.81 0.786

5.05 0.852

8.44 0.900

14.09 0.940

39.29 1.027

65.61 1.065

109.58 1.090

182.98 1.111

305.58 1.131

510.33 1.147

852.27 1.153

1423.30 1.159

t50 (min) 8.49

t50 (sec) 510

k (m/s) 4.68E-11

Cv (cm2/s) 3.53E-04

C alfa 1.44E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 07/04/14 rev.0 del: 24/04/14





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norma ASTM D 2435

1.13

0.90

0.70

0.75

0.80

0.85

0.90

0.95

1.00

1.05

1.10

1.15

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH3_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.159

®0.08 1.242

0.14 1.249

0.23 1.262

0.39 1.274

1.08 1.305

1.81 1.325

5.05 1.381

8.44 1.436

14.09 1.507

39.29 1.644

65.61 1.707

109.58 1.751

182.98 1.780

305.58 1.799

510.33 1.816

852.27 1.829

1423.30 1.843

t50 (min) 12.59

t50 (sec) 755

k (m/s) 1.91E-11

Cv (cm2/s) 2.24E-04

C alfa 3.19E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 08/04/14 rev.0 del: 24/04/14





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norma ASTM D 2435

1.77

1.49

1.24

1.34

1.44

1.54

1.64

1.74

1.84

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S4SH3_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






35




(IBS 1377)



porosità (%) 43




Note: -



3.00

3.50




kPa

V.T.

kPa






pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 6.60 6.85




fattore K 0.9998 0.9998


2.628





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S5SH1-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 18 24 31




tara (g) 2.32 2.26 2.25 2.55 2.48 2.55

peso secco (g) 19.66 18.50 19.13 7.91 8.14 7.91













18

24

31

60%

80%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S5SH1-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.08 0.06 0.06 99.94

- calcolato 0.0540 5.73 4.37 4.43 95.57

- calcolato 0.0385 2.11 1.61 6.04 93.96

- calcolato 0.0274 2.11 1.61 7.65 92.35

- calcolato 0.0175 2.11 1.61 9.26 90.74

- calcolato 0.0124 2.11 1.61 10.87 89.13

- calcolato 0.0089 4.22 3.22 14.09 85.91

- calcolato 0.0065 8.44 6.44 20.53 79.47



fondo 61.91 47.27 100.00 0.00



21 30 33.0

21 60 32.5

21 120 32.0

21 300 31.5

21 600 31.0

21 1200 30.0

21 2400 28.0

21 4800 26.0

21 14400 23.5

21 86400 21.0

21 172800 18.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.1% 3.0%

LIMO > 2 µ > 2 µ38.0% 35.1%

ARGILLA < 2 µ < 2 µ61.9% 61.9%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10


















σv (kPa) 100 200 300

W ini (%) 27.2 27.2 27.2

γ ini (Mg/m3) 1.91 1.90 1.90

γd ini (Mg/m3) 1.51 1.50 1.50

S ini (%) 96 95 94

W fin (%) 20.0 26.6 24.5

γ fin (Mg/m3) 2.06 1.96 1.99

γd fin (Mg/m3) 1.72 1.55 1.60

S fin (%) 100 100 100

G (Mg/m3) 2.628

H fine cons (mm) 19.620 19.558 19.407





0

20

40

60

80

100

120

140

160

180

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.10

0.00

0.10

0.20

0.30

0.40

0.50

0.60

0.70

0.80

0.90

1.00

1.10

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.002 5.778 0.027 0.047 4.012 0.132 0.008 7.135 0.017

0.131 15.694 0.040 0.203 32.003 0.210 0.193 39.274 0.060

0.365 29.028 0.068 0.471 61.311 0.255 0.413 69.716 0.137

0.672 38.083 0.097 0.769 84.188 0.299 0.711 95.516 0.186

1.030 45.000 0.119 1.121 101.338 0.328 1.057 113.651 0.220

1.370 50.694 0.138 1.467 112.302 0.344 1.407 128.268 0.244

1.763 55.611 0.155 1.824 118.458 0.353 1.755 138.940 0.251

2.137 59.306 0.168 2.186 121.918 0.361 2.097 145.789 0.264

2.533 63.056 0.179 2.544 123.603 0.368 2.443 152.434 0.262

2.900 65.389 0.190 2.907 123.204 0.374 2.805 155.460 0.263

3.259 66.889 0.202 3.283 122.071 0.378 3.161 159.058 0.266

3.639 68.306 0.213 3.631 119.805 0.380 3.498 163.740 0.270

4.014 69.139 0.220 4.004 117.876 0.383 3.855 166.356 0.271

4.376 69.056 0.233 4.386 115.548 0.389 4.219 165.702 0.272

4.764 69.361 0.234 4.754 114.048 0.391 4.611 163.147 0.272

5.132 69.000 0.248 5.126 112.302 0.391 4.958 163.269 0.281

5.507 68.639 0.246 5.493 111.291 0.391 5.328 163.924 0.280

5.878 67.972 0.255 5.823 110.679 0.391 5.673 164.210 0.279

6.282 67.500 0.256 6.199 109.393 0.392 6.040 163.760 0.279

6.647 66.778 0.260 6.578 108.596 0.394 6.391 163.310 0.282

7.017 66.528 0.267 6.973 107.739 0.398 6.785 163.331 0.284

7.391 66.028 0.275 7.362 106.422 0.401 7.149 161.450 0.286

7.767 65.583 0.272 7.704 105.656 0.401 7.494 162.063 0.291

8.179 65.056 0.273 8.057 105.013 0.399 7.833 162.554 0.289

8.535 64.833 0.274 8.417 2.450 0.400 8.192 162.124 0.290

8.934 63.778 0.276 8.633 26.950 0.024 8.442 2.658 0.145

9.315 2.778 0.278 8.919 50.838 0.030 8.651 52.338 0.183

9.669 15.556 0.280 9.181 57.269 0.045 8.907 81.164 0.206

10.034 23.111 0.282 9.504 60.331 0.057 9.168 99.360 0.244

10.436 31.889 0.284 9.861 61.250 0.062 9.485 111.627 0.272

10.817 36.250 0.286 10.208 60.944 0.065 9.800 116.942 0.284

11.207 37.750 0.288 10.579 60.638 0.066 10.116 114.489 0.286

11.585 38.639 0.290 10.920 60.331 0.067 10.457 112.444 0.283

11.929 38.194 0.290 11.291 60.331 0.068 10.786 111.218 0.275

12.305 39.056 0.290 11.641 57.422 0.069 11.135 110.400 0.268

12.687 39.056 0.290 11.996 57.116 0.070 11.468 109.787 0.260

13.053 38.639 0.290 12.370 57.146 0.071 11.827 109.787 0.254

13.817 38.889 0.987 12.750 57.728 0.072 12.183 109.787 0.250

14.048 37.972 1.008 13.105 57.943 0.074 12.552 109.787 0.247

14.241 38.889 1.011 13.474 57.881 0.075 12.901 108.764 0.246

14.524 38.639 1.015 13.832 58.126 0.074 13.267 107.333 0.244

14.887 38.639 1.023 14.208 58.433 0.074 13.612 105.902 0.242

15.227 38.417 1.026 14.549 58.218 0.074 13.975 105.289 0.242

15.575 38.889 1.026 14.938 57.881 0.075 14.328 106.311 0.242

15.960 39.278 1.031 15.303 58.065 0.076 14.713 106.720 0.242

16.347 39.722 1.037 15.655 58.065 0.076 15.071 106.720 0.242

16.725 39.722 1.042 16.005 58.157 0.075 15.424 105.902 0.242




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.032 0.08 0.081 0.08 0.048


2 di 4












0.14 0.050 0.14 0.102 0.14 0.097

0.23 0.074 0.23 0.131 0.23 0.175

0.39 0.094 0.39 0.156 0.39 0.245

1.08 0.160 1.08 0.207 1.08 0.380

1.81 0.186 1.81 0.234 1.81 0.443

5.05 0.261 5.05 0.293 5.05 0.507

8.44 0.293 8.44 0.327 8.44 0.524

14.09 0.327 14.09 0.356 14.09 0.542

39.29 0.359 39.29 0.408 39.29 0.569

65.61 0.374 65.61 0.429 65.61 0.581

109.58 0.388 109.58 0.447 109.58 0.591

182.98 0.398 182.98 0.464 182.98 0.603

305.58 0.409 305.58 0.472 305.58 0.619

510.33 0.409 510.33 0.472 510.33 0.623

852.27 0.410 852.27 0.472 852.27 0.623

1423.30 0.409 1423.30 0.472 1423.30 0.623

(Bishop ed Henkel)



2.9

7.1

Provino 2

9.1

Provino 3

Provino 1

t100 min

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S5 SH1











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.














2/daN) (MPa)

12.3 0.004 0.02 0.757 0.757

24.5 0.038 0.19 0.754 0.754 0.024 0.014 7.22

49.1 0.171 0.86 0.742 0.743 0.048 0.027 3.68

98.1 0.476 2.38 0.715 0.716 0.055 0.031 3.22

196.2 0.921 4.61 0.676 0.679 0.040 0.023 4.40

392.4 1.512 7.56 0.624 0.626 0.026 0.015 6.64

784.8 2.327 11.63 0.553 0.557 0.018 0.010 9.64

1569.6 3.245 16.23 0.472 0.478 0.010 0.006 17.09

3139.2 4.236 21.18 0.385 0.388 0.006 0.003 31.68

784.8 3.938 19.69 0.411 0.411

196.2 3.467 17.34 0.452 0.455

49.1 3.032 15.16 0.491 0.489



Umidità (%): 27.2 18.7












1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

5

10

15

20

25

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

0.80

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.001 0.013 0.075 0.272 0.617 1.050

0.14 0.001 0.014 0.078 0.276 0.623 1.061

0.23 0.002 0.016 0.081 0.282 0.630 1.077

0.39 0.002 0.017 0.083 0.288 0.642 1.095

1.08 0.002 0.020 0.094 0.307 0.683 1.142

1.81 0.002 0.022 0.101 0.317 0.707 1.168

5.05 0.002 0.025 0.120 0.348 0.752 1.225

8.44 0.003 0.026 0.128 0.370 0.775 1.260

14.09 0.003 0.028 0.136 0.390 0.799 1.301

39.29 0.003 0.030 0.149 0.425 0.847 1.379

65.61 0.003 0.032 0.155 0.440 0.863 1.416

109.58 0.003 0.033 0.159 0.452 0.880 1.449

182.98 0.003 0.034 0.162 0.461 0.890 1.475

305.58 0.003 0.035 0.165 0.466 0.902 1.491

510.33 0.004 0.036 0.168 0.470 0.910 1.500

852.27 0.004 0.037 0.169 0.473 0.918 1.507

1423.30 0.004 0.038 0.171 0.476 0.921 1.512

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.672 2.423 3.346 4.127 3.888 3.435

0.14 1.681 2.440 3.355 4.120 3.884 3.434

0.23 1.692 2.452 3.369 4.113 3.880 3.433

0.39 1.708 2.467 3.389 4.106 3.876 3.431

1.08 1.759 2.521 3.454 4.090 3.865 3.424

1.81 1.798 2.565 3.498 4.079 3.854 3.419

5.05 1.887 2.691 3.649 4.056 3.814 3.397

8.44 1.946 2.761 3.721 4.033 3.789 3.381

14.09 2.009 2.849 3.825 4.009 3.762 3.365

39.29 2.143 3.015 4.006 3.969 3.673 3.315

65.61 2.193 3.075 4.076 3.957 3.628 3.279

109.58 2.230 3.128 4.127 3.952 3.573 3.223

182.98 2.262 3.168 4.164 3.948 3.531 3.168

305.58 2.286 3.197 4.192 3.946 3.494 3.117

510.33 2.305 3.218 4.215 3.944 3.481 3.070

852.27 2.316 3.231 4.225 3.941 3.470 3.045

1423.30 2.327 3.245 4.236 3.938 3.467 3.032






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.476

®0.08 0.617

0.14 0.623

0.23 0.630

0.39 0.642

1.08 0.683

1.81 0.707

5.05 0.752

8.44 0.775

14.09 0.799

39.29 0.847

65.61 0.863

109.58 0.880

182.98 0.890

305.58 0.902

510.33 0.910

852.27 0.918

1423.30 0.921

t50 (min) 4.12

t50 (sec) 247

k (m/s) 1.66E-10

Cv (cm2/s) 7.43E-04

C alfa 1.30E-03

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 02/04/14 rev.0 del: 24/04/14




verde


elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

e F

iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

ER

RA

RA

La

bo

rato

rio a

uto

rizza

to a

i se

nsi d

ell' a

rt. 59

de

l DP

R 3

80

/20

01

co

n D

ecre

to n

° 91

99

de

l 10

/10

/20

11

pe

r l' ese

cu

zio

ne

di p

rove

se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.89

0.74

0.61

0.66

0.71

0.76

0.81

0.86

0.91

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH1_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.921

®0.08 1.050

0.14 1.061

0.23 1.077

0.39 1.095

1.08 1.142

1.81 1.168

5.05 1.225

8.44 1.260

14.09 1.301

39.29 1.379

65.61 1.416

109.58 1.449

182.98 1.475

305.58 1.491

510.33 1.500

852.27 1.507

1423.30 1.512

t50 (min) 6.83

t50 (sec) 410

k (m/s) 6.27E-11

Cv (cm2/s) 4.25E-04

C alfa 1.44E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 03/04/14 rev.0 del: 24/04/14





verde

elle

tipi s

.r.l.

sito

: ww

w.e

lletip

i.it - em

ail: in

fo@

elle

tipi.it

P.IV

A e

Codic

e F

iscale

n.0

0174600387

Sede le

gale

, opera

tiva, a

mm

.va: v

ia Z

ucchin

i, 69 - 4

4100 F

ER

RA

RA

La

bo

rato

rio a

uto

rizza

to a

i se

nsi d

ell' a

rt. 59

de

l DP

R 3

80

/20

01

co

n D

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to n

° 91

99

de

l 10

/10

/20

11

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cu

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di p

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se

co

nd

o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.49

1.25

1.04

1.09

1.14

1.19

1.24

1.29

1.34

1.39

1.44

1.49

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH1_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.512

®0.08 1.672

0.14 1.681

0.23 1.692

0.39 1.708

1.08 1.759

1.81 1.798

5.05 1.887

8.44 1.946

14.09 2.009

39.29 2.143

65.61 2.193

109.58 2.230

182.98 2.262

305.58 2.286

510.33 2.305

852.27 2.316

1423.30 2.327

t50 (min) 9.08

t50 (sec) 545

k (m/s) 3.01E-11

Cv (cm2/s) 2.96E-04

C alfa 2.61E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 04/04/14 rev.0 del: 24/04/14





verde

elle

tipi s

.r.l.

sito

: ww

w.e

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P.IV

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Sede le

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.va: v

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4100 F

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norma ASTM D 2435

2.27

1.95

1.66

1.76

1.86

1.96

2.06

2.16

2.26

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH1_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






53




(IBS 1377)



porosità (%) 41




Note: -



10.80

11.30




kPa

V.T.

kPa




limo argilloso e.sabbioso marrone-grigio


pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 30 24 20




tara (g) 2.25 2.33 2.26 2.30 2.25 308.45

peso secco (g) 25.14 19.99 20.76 10.31 9.07 503.20













302420

20%

40%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S5SH2-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 3.62 2.65 2.65 97.35

286 setaccio 0.075 2.33 1.70 4.35 95.65

- calcolato 0.0561 18.64 13.62 17.97 82.03

- calcolato 0.0412 12.62 9.22 27.19 72.81

- calcolato 0.0302 12.62 9.22 36.42 63.58

- calcolato 0.0200 16.83 12.30 48.72 51.28

- calcolato 0.0146 12.62 9.22 57.94 42.06

- calcolato 0.0106 12.62 9.22 67.17 32.83

- calcolato 0.0076 8.42 6.15 73.32 26.68



fondo 7.06 5.16 100.00 0.00



21 30 30.0

21 60 27.0

21 120 24.0

21 300 20.0

21 600 17.0

21 1200 14.0

21 2400 12.0

21 4800 10.0

21 14400 8.0

21 86400 6.5

21 172800 5.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

4.3% 14.8%

LIMO > 2 µ > 2 µ83.8% 73.3%

ARGILLA < 2 µ < 2 µ11.9% 11.9%



50.00








0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10
















NATURA DEL CAMPIONE: limo argilloso e.sabbioso marrone-grigio


σv (kPa) 100 200 300

W ini (%) 23.2 23.2 23.2

γ ini (Mg/m3) 1.91 1.93 1.91

γd ini (Mg/m3) 1.55 1.56 1.55

S ini (%) 87 89 87

W fin (%) 28.8 27.0 27.8

γ fin (Mg/m3) 1.93 1.96 1.94

γd fin (Mg/m3) 1.50 1.54 1.52

S fin (%) 100 100 100

G (Mg/m3) 2.638

H fine cons (mm) 19.905 19.783 19.708





0

50

100

150

200

250

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.10

0.00

0.10

0.20

0.30

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.020 16.305 0.039 0.092 9.903 0.026 0.109 15.562 0.017

0.382 36.606 0.078 0.397 63.662 0.045 0.407 97.261 0.049

0.724 53.582 0.101 0.716 90.541 0.051 0.716 137.156 0.071

1.023 63.131 0.117 1.061 111.408 0.057 1.060 156.184 0.088

1.387 70.276 0.129 1.431 125.767 0.065 1.405 173.266 0.105

1.746 75.086 0.146 1.779 133.796 0.076 1.761 188.651 0.120

2.140 81.912 0.163 2.104 139.419 0.089 2.109 198.766 0.132

2.538 87.429 0.178 2.466 144.901 0.099 2.441 208.846 0.140

2.845 91.921 0.187 2.826 150.560 0.109 2.824 215.601 0.144

3.210 94.502 0.193 3.180 155.052 0.119 3.182 220.341 0.144

3.547 97.438 0.198 3.538 157.280 0.123 3.543 222.569 0.143

3.916 99.065 0.200 3.905 158.023 0.126 3.899 220.517 0.141

4.304 100.232 0.200 4.245 158.872 0.130 4.247 218.148 0.140

4.719 99.914 0.201 4.606 159.862 0.132 4.610 217.865 0.140

5.103 99.100 0.201 4.955 160.640 0.136 4.962 217.334 0.140

5.465 98.499 0.201 5.317 161.418 0.143 5.318 218.219 0.141

5.823 98.358 0.204 5.695 161.383 0.150 5.693 218.219 0.146

6.196 98.039 0.205 6.066 162.479 0.157 6.064 217.158 0.147

6.543 97.756 0.206 6.388 162.868 0.165 6.397 217.158 0.147

6.939 96.731 0.209 6.749 163.505 0.172 6.762 216.521 0.148

7.346 96.271 0.212 7.128 164.248 0.180 7.127 216.097 0.150

7.681 95.953 0.215 7.491 165.415 0.186 7.507 215.460 0.151

8.039 96.271 0.220 7.821 165.167 0.191 7.832 214.823 0.151

8.387 96.589 0.159 8.165 164.990 0.197 8.182 212.772 0.150

8.786 1.652 0.131 8.427 1.358 0.009 8.556 212.029 0.149

9.206 7.492 0.118 8.670 26.257 0.041 8.888 5.727 0.038

9.582 15.845 0.117 8.979 49.322 0.063 9.177 57.267 0.063

9.929 22.318 0.115 9.305 64.873 0.073 9.512 90.881 0.075

10.282 29.879 0.117 9.657 78.431 0.074 9.853 119.988 0.076

10.656 36.307 0.110 9.987 87.712 0.066 10.186 133.732 0.070

11.042 42.464 0.104 10.320 93.982 0.055 10.526 142.172 0.059

11.432 47.466 0.104 10.677 97.128 0.044 10.892 146.281 0.045

11.858 51.858 0.102 11.046 99.052 0.036 11.254 148.796 0.034

12.209 53.985 0.106 11.402 100.274 0.030 11.598 150.364 0.025

12.541 55.887 0.102 11.754 100.954 0.026 11.971 151.186 0.015

12.897 56.203 0.100 12.126 101.678 0.022 12.333 151.435 0.008

13.269 56.792 0.100 12.499 101.723 0.019 12.675 151.933 0.001

13.794 56.973 0.104 12.831 102.334 0.018 13.041 152.630 -0.004

13.843 57.154 0.103 13.190 102.198 0.017 13.401 152.082 -0.009

13.850 57.086 0.102 13.539 101.859 0.016 13.751 152.256 -0.014

14.138 56.837 0.100 13.913 102.221 0.016 14.128 152.456 -0.018

14.505 57.494 0.100 14.289 102.561 0.016 14.489 152.431 -0.021

14.783 56.837 0.106 14.633 102.063 0.015 14.826 152.007 -0.025

15.160 57.018 0.108 14.969 101.746 0.016 15.190 152.157 -0.027

15.531 56.588 0.111 15.344 101.565 0.016 15.572 151.833 -0.029

15.895 56.837 0.109 15.721 101.451 0.016 15.933 151.983 -0.030

16.263 56.452 0.107 16.086 101.338 0.016 16.278 151.783 -0.033




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.007 0.08 0.063 0.08 0.039


2 di 4












0.14 0.016 0.14 0.099 0.14 0.082

0.23 0.034 0.23 0.132 0.23 0.134

0.39 0.053 0.39 0.153 0.39 0.168

1.08 0.082 1.08 0.185 1.08 0.229

1.81 0.092 1.81 0.194 1.81 0.246

5.05 0.115 5.05 0.212 5.05 0.276

8.44 0.123 8.44 0.223 8.44 0.284

14.09 0.132 14.09 0.239 14.09 0.295

39.29 0.145 39.29 0.260 39.29 0.313

65.61 0.151 65.61 0.272 65.61 0.317

109.58 0.157 109.58 0.281 109.58 0.325

182.98 0.161 182.98 0.287 182.98 0.334

305.58 0.165 305.58 0.287 305.58 0.346

510.33 0.165 510.33 0.287 510.33 0.351

852.27 0.164 852.27 0.287 852.27 0.360

1423.30 0.165 1423.30 0.287 1423.30 0.362

(Bishop ed Henkel)



Provino 1

t100 min

3.6

4.1

Provino 2

4.6

Provino 3

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S5 SH2











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.











NATURA DEL CAMPIONE: limo argilloso e.sabbioso marrone-grigio



2/daN) (MPa)

12.3 0.027 0.13 0.688 0.688

24.5 0.049 0.24 0.686 0.687 0.015 0.009 11.30

49.1 0.120 0.60 0.680 0.681 0.025 0.014 6.90

98.1 0.265 1.32 0.668 0.669 0.025 0.015 6.77

196.2 0.497 2.48 0.648 0.649 0.020 0.012 8.45

392.4 0.799 3.99 0.623 0.625 0.013 0.008 13.01

784.8 1.230 6.15 0.587 0.589 0.009 0.005 18.20

1569.6 1.783 8.91 0.540 0.546 0.006 0.004 28.40

3139.2 2.470 12.35 0.482 0.486 0.004 0.002 45.65

784.8 2.345 11.73 0.492 0.492

196.2 2.213 11.06 0.503 0.503

49.1 2.052 10.26 0.517 0.517



Umidità (%): 23.2 19.6












1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

2

4

6

8

10

12

14

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.024 0.039 0.082 0.193 0.386 0.627

0.14 0.024 0.040 0.086 0.198 0.394 0.643

0.23 0.024 0.041 0.091 0.205 0.402 0.661

0.39 0.024 0.042 0.093 0.211 0.410 0.678

1.08 0.025 0.043 0.097 0.220 0.424 0.699

1.81 0.025 0.043 0.099 0.224 0.429 0.707

5.05 0.025 0.044 0.103 0.231 0.440 0.724

8.44 0.026 0.044 0.105 0.234 0.445 0.733

14.09 0.026 0.045 0.107 0.238 0.451 0.740

39.29 0.026 0.046 0.111 0.245 0.463 0.754

65.61 0.026 0.046 0.112 0.248 0.467 0.761

109.58 0.026 0.047 0.114 0.252 0.473 0.769

182.98 0.026 0.047 0.115 0.254 0.479 0.777

305.58 0.027 0.047 0.116 0.258 0.483 0.782

510.33 0.027 0.048 0.118 0.260 0.489 0.789

852.27 0.027 0.048 0.119 0.262 0.493 0.793

1423.30 0.027 0.049 0.120 0.265 0.497 0.799

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 0.995 1.343 2.027 2.356 2.260 2.156

0.14 1.010 1.433 2.083 2.355 2.258 2.151

0.23 1.032 1.497 2.146 2.354 2.252 2.144

0.39 1.049 1.528 2.184 2.353 2.247 2.134

1.08 1.086 1.580 2.240 2.351 2.238 2.112

1.81 1.096 1.598 2.262 2.351 2.235 2.106

5.05 1.118 1.635 2.298 2.350 2.231 2.092

8.44 1.130 1.653 2.316 2.349 2.228 2.087

14.09 1.140 1.668 2.333 2.349 2.226 2.082

39.29 1.164 1.697 2.368 2.348 2.222 2.074

65.61 1.176 1.708 2.386 2.347 2.220 2.071

109.58 1.188 1.719 2.403 2.347 2.219 2.067

182.98 1.197 1.732 2.419 2.346 2.217 2.064

305.58 1.205 1.746 2.432 2.346 2.216 2.060

510.33 1.215 1.760 2.446 2.346 2.214 2.057

852.27 1.224 1.771 2.459 2.346 2.213 2.054

1423.30 1.230 1.783 2.470 2.345 2.213 2.052






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.265

®0.08 0.386

0.14 0.394

0.23 0.402

0.39 0.410

1.08 0.424

1.81 0.429

5.05 0.440

8.44 0.445

14.09 0.451

39.29 0.463

65.61 0.467

109.58 0.473

182.98 0.479

305.58 0.483

510.33 0.489

852.27 0.493

1423.30 0.497

t50 (min) 0.34

t50 (sec) 21

k (m/s) 1.06E-09

Cv (cm2/s) 9.17E-03

C alfa 9.10E-04

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 02/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

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ail: in

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P.IV

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11

pe

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cu

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co

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o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.45

0.41

0.38

0.40

0.42

0.44

0.46

0.48

0.50

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH2_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.497

®0.08 0.627

0.14 0.643

0.23 0.661

0.39 0.678

1.08 0.699

1.81 0.707

5.05 0.724

8.44 0.733

14.09 0.740

39.29 0.754

65.61 0.761

109.58 0.769

182.98 0.777

305.58 0.782

510.33 0.789

852.27 0.793

1423.30 0.799

t50 (min) 0.20

t50 (sec) 12

k (m/s) 1.15E-09

Cv (cm2/s) 1.53E-02

C alfa 1.12E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 03/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

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11

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cu

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se

co

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o le

Circ

ola

ri Min

iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

0.74

0.66

0.62

0.64

0.66

0.68

0.70

0.72

0.74

0.76

0.78

0.80

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH2_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 0.799

®0.08 0.995

0.14 1.010

0.23 1.032

0.39 1.049

1.08 1.086

1.81 1.096

5.05 1.118

8.44 1.130

14.09 1.140

39.29 1.164

65.61 1.176

109.58 1.188

182.98 1.197

305.58 1.205

510.33 1.215

852.27 1.224

1423.30 1.230

t50 (min) 0.35

t50 (sec) 21

k (m/s) 4.60E-10

Cv (cm2/s) 8.53E-03

C alfa 1.75E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 04/04/14 rev.0 del: 24/04/14





elle

tipi s

.r.l.

sito

: ww

w.e

lletip

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ail: in

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P.IV

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Sede le

gale

, opera

tiva, a

mm

.va: v

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11

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co

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Circ

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iste

riali 7

61

8/S

TC

e 7

61

9/S

TC


norma ASTM D 2435

1.15

1.05

0.99

1.04

1.09

1.14

1.19

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH2_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























elletipi s.r.l.







COMMESSA: 12834/14






38




(IBS 1377)

190 120 γγγγ secco (Mg/m3) 1.49


porosità (%) 44




Note: -







22.50

23.00




kPa

V.T.

kPa


pagina 1 di 1


elletipi s.r.l.











cod.bilancia 480

determinazione 1 2

picnometro n:

terra (g): 6.66 7.44




fattore K 0.9998 0.9998


2.655





ASTM D 854




m_GEO 22 (rev. 01 del 07/11)

S5SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.












UMIDITA'

impasto 1 2 3 1 2

N° colpi 24 30 18




tara (g) 2.60 2.25 2.24 2.39 2.28 311.48

peso secco (g) 21.31 20.37 17.23 8.46 7.97 284.41













24 30

18

40%

60%

80%

10 100

numero colpi

co

nte

nu

to d

'acq

ua

m_GEO 22 (rev. 01 del 07/11)

S5SH3-GENERALE-cert

pagina 1 di 1


elletipi s.r.l.










(mm) (g) (%) (%) (%)571 setaccio 38.1 0.00 0.00 0.00 100.00

572 setaccio 19.1 0.00 0.00 0.00 100.00

573 setaccio 9.5 0.00 0.00 0.00 100.00

290 setaccio 4.75 0.00 0.00 0.00 100.00

291 setaccio 2.0 0.00 0.00 0.00 100.00

292 setaccio 0.850 0.00 0.00 0.00 100.00

293 setaccio 0.425 0.00 0.00 0.00 100.00

282 setaccio 0.250 0.00 0.00 0.00 100.00

283 setaccio 0.125 0.00 0.00 0.00 100.00

286 setaccio 0.075 0.11 0.08 0.08 99.92

- calcolato 0.0532 4.40 3.36 3.44 96.56

- calcolato 0.0379 2.10 1.60 5.04 94.96

- calcolato 0.0270 2.10 1.60 6.64 93.36

- calcolato 0.0172 2.10 1.60 8.24 91.76

- calcolato 0.0122 2.10 1.60 9.84 90.16

- calcolato 0.0088 6.29 4.80 14.64 85.36

- calcolato 0.0065 14.67 11.20 25.84 74.16



fondo 57.34 43.77 100.00 0.00



21 30 33.5

21 60 33.0

21 120 32.5

21 300 32.0

21 600 31.5

21 1200 30.0

21 2400 26.5

21 4800 24.5

21 14400 22.0

21 86400 20.0

21 172800 17.0

USCS AGI

GHIAIA > 4,75 mm > 2,00 mm

0.0% 0.0%

SABBIA > 0,075 mm > 0,06 mm

0.1% 2.3%

LIMO > 2 µ > 2 µ42.6% 40.5%

ARGILLA < 2 µ < 2 µ57.3% 57.3%







50.00




0

20

40

60

80

100


passante

(%

)


PAG 10 DI 10


















σv (kPa) 100 200 300

W ini (%) 28.2 28.2 28.2

γ ini (Mg/m3) 1.91 1.91 1.91

γd ini (Mg/m3) 1.49 1.49 1.49

S ini (%) 96 96 96

W fin (%) 30.1 28.2 25.3

γ fin (Mg/m3) 1.92 1.95 1.99

γd fin (Mg/m3) 1.48 1.52 1.59

S fin (%) 100 100 100

G (Mg/m3) 2.655

H fine cons (mm) 23.142 22.904 22.451





0

20

40

60

80

100

120

140

160

180

200

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


Te

nsio

ne

di ta

glio

(kP

a)

100 kPa

200 kPa

300 kPa

-0.10

0.00

0.10

0.20

0.30

0.40

0.50

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18


De

form

azio

ne

ve

rtic

ale

(m

m)

100 kPa

200 kPa

300 kPa


1 di 4














0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.077 33.361 0.001 0.108 22.583 0.066 0.030 9.722 0.027

0.421 53.333 0.007 0.437 60.806 0.105 0.282 71.944 0.228

0.768 62.500 0.022 0.779 81.917 0.143 0.613 127.778 0.343

1.115 69.389 0.036 1.103 96.139 0.183 0.949 154.722 0.343

1.466 74.611 0.051 1.457 105.167 0.219 1.304 167.500 0.325

1.795 77.972 0.059 1.781 111.528 0.251 1.660 180.360 0.315

2.143 80.583 0.065 2.124 116.472 0.279 2.021 182.222 0.312

2.496 81.861 0.067 2.497 118.833 0.299 2.353 183.333 0.312

2.873 82.361 0.067 2.848 119.778 0.314 2.712 181.111 0.311

3.210 81.611 0.067 3.198 121.111 0.331 3.094 179.560 0.312

3.560 81.083 0.065 3.571 121.694 0.343 3.432 180.380 0.311

3.925 80.361 0.062 3.918 119.278 0.354 3.771 181.240 0.308

4.281 79.528 0.059 4.280 116.333 0.363 4.158 178.940 0.304

4.632 79.028 0.056 4.639 113.889 0.374 4.515 176.840 0.301

4.965 78.444 0.055 4.991 112.167 0.384 4.861 176.340 0.301

5.319 77.722 0.054 5.332 111.056 0.394 5.224 176.180 0.301

5.672 77.306 0.052 5.708 110.167 0.404 5.568 174.720 0.302

6.032 76.750 0.049 6.085 108.667 0.412 5.909 173.500 0.302

6.406 76.750 0.048 6.460 107.333 0.419 6.273 174.480 0.303

6.766 76.333 0.046 6.803 106.722 0.428 6.652 172.360 0.306

7.114 75.639 0.045 7.155 105.528 0.434 7.037 170.880 0.311

7.484 75.417 0.042 7.521 103.722 0.440 7.373 170.000 0.315

7.833 75.833 0.041 7.859 103.111 0.446 7.716 168.889 0.320

8.180 75.389 0.040 8.238 102.917 0.450 8.063 168.333 0.327

8.556 74.833 0.038 8.593 101.972 0.454 8.421 164.444 0.331

8.899 1.083 0.004 8.913 4.882 -0.002 8.988 5.939 0.003

9.260 28.611 0.009 9.246 36.617 -0.003 8.966 54.525 0.003

9.612 34.944 0.009 9.588 48.212 -0.007 9.323 71.630 0.004

9.962 36.083 0.005 9.948 53.216 -0.007 9.671 78.330 0.003

10.318 35.806 0.003 10.292 52.484 -0.006 10.029 90.447 -0.001

10.646 35.667 0.003 10.641 51.874 -0.005 10.374 98.429 -0.009

10.996 36.556 0.002 11.004 51.874 -0.005 10.716 96.648 -0.013

11.349 36.083 0.001 11.366 50.409 -0.006 11.060 93.440 -0.012

11.725 36.639 -0.002 11.716 50.043 -0.006 11.432 92.585 -0.011

12.070 35.250 -0.005 12.070 49.982 -0.005 11.789 93.868 -0.009

12.418 36.806 -0.006 12.433 51.080 -0.006 12.148 95.507 -0.008

12.787 37.194 -0.009 12.796 49.677 -0.007 12.481 96.149 -0.009

13.140 36.750 -0.012 13.141 49.799 -0.007 12.845 96.933 -0.013

13.486 36.667 -0.016 13.491 49.860 -0.007 13.219 97.930 -0.015

13.835 37.306 -0.016 13.825 50.836 -0.007 13.571 97.645 -0.014

14.184 37.250 -0.021 14.200 49.188 -0.008 13.926 97.574 -0.016

14.527 36.833 -0.022 14.564 49.616 -0.007 14.269 98.928 -0.018

14.892 36.000 -0.024 14.947 49.188 -0.007 14.622 98.073 -0.017

15.262 36.472 -0.025 15.288 48.883 -0.007 14.961 98.287 -0.016

15.610 37.167 -0.029 15.637 48.273 -0.007 15.337 99.855 -0.016

15.980 37.139 -0.031 16.005 47.174 -0.007 15.723 97.146 -0.017

16.332 38.028 -0.035 16.348 47.297 -0.006 16.087 95.935 -0.017




100 kPa 200 kPa 300 kPa


H0 0.000 H0 0.000 H0 0.000

0.08 0.011 0.08 0.011 0.08 0.007


2 di 4












0.14 0.020 0.14 0.022 0.14 0.026

0.23 0.034 0.23 0.034 0.23 0.060

0.39 0.050 0.39 0.053 0.39 0.102

1.08 0.077 1.08 0.093 1.08 0.219

1.81 0.092 1.81 0.124 1.81 0.305

5.05 0.129 5.05 0.187 5.05 0.543

8.44 0.148 8.44 0.209 8.44 0.665

14.09 0.166 14.09 0.233 14.09 0.775

39.29 0.182 39.29 0.286 39.29 0.848

65.61 0.193 65.61 0.315 65.61 0.862

109.58 0.199 109.58 0.347 109.58 0.871

182.98 0.218 182.98 0.383 182.98 0.884

305.58 0.217 305.58 0.410 305.58 0.895

510.33 0.216 510.33 0.434 510.33 0.899

852.27 0.217 852.27 0.448 852.27 0.909

1423.30 0.217 1423.30 0.457 1423.30 0.909

(Bishop ed Henkel)



Provino 1

t100 min

12.3

8.4

Provino 2

22.9

Provino 3

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

0 5 10 15 20 25 30 35 40 45

Rad Q Tempo min

Co

nso

lida

me

nto

(m

m)

100 kPa

200 kPa

300 kPa


3 di 4








CAMPIONE: S5 SH3











VALORI RESIDUI

VALORI DI PICCO

0

100

200

300

400

500

600

0 100 200 300 400 500

kPa

kP

a

elletipi s.r.l.














2/daN) (MPa)

12.3 0.004 0.02 0.737 0.737

24.5 0.008 0.04 0.736 0.736 0.003 0.002 57.88

49.1 0.024 0.12 0.735 0.733 0.006 0.003 30.66

98.1 0.220 1.10 0.718 0.719 0.035 0.020 5.02

196.2 0.549 2.75 0.689 0.691 0.029 0.017 5.96

392.4 1.096 5.48 0.642 0.646 0.024 0.014 7.18

784.8 1.830 9.15 0.578 0.582 0.016 0.009 10.69

1569.6 2.720 13.60 0.501 0.508 0.010 0.006 17.64

3139.2 3.695 18.47 0.416 0.424 0.005 0.003 32.21

784.8 3.456 17.28 0.437 0.436

196.2 3.105 15.52 0.467 0.465

49.1 2.770 13.85 0.496 0.494



Umidità (%): 28.2 19.0












1

10

100

10 100 1000 10000

MO

DU

LO

ED

OM

ET

RIC

O M

Pa


pagina 1 di 9


elletipi s.r.l.














0

2

4

6

8

10

12

14

16

18

20

10 100 1000 10000

DE

FO

RM

AZ

ION

E V

ER

TIC

AL

E ε%


0.35

0.40

0.45

0.50

0.55

0.60

0.65

0.70

0.75

0.80

10 100 1000 10000

IND

ICE

DE

I V

UO

TI e

t1

00


pagina 2 di 9


elletipi s.r.l.















tempo

(minuti) 12.3 24.5 49.1 98.1 196.2 392.4

0.08 0.001 0.002 0.007 0.091 0.321 0.696

0.14 0.001 0.003 0.008 0.096 0.330 0.706

0.23 0.001 0.003 0.009 0.102 0.342 0.722

0.39 0.002 0.003 0.009 0.110 0.361 0.742

1.08 0.002 0.004 0.011 0.124 0.399 0.799

1.81 0.002 0.004 0.013 0.131 0.419 0.841

5.05 0.003 0.005 0.014 0.148 0.459 0.911

8.44 0.003 0.005 0.015 0.155 0.473 0.953

14.09 0.003 0.006 0.015 0.164 0.487 0.984

39.29 0.003 0.006 0.018 0.179 0.513 1.023

65.61 0.003 0.006 0.018 0.186 0.521 1.037

109.58 0.003 0.007 0.019 0.194 0.528 1.052

182.98 0.003 0.007 0.020 0.202 0.533 1.064

305.58 0.003 0.007 0.022 0.207 0.536 1.075

510.33 0.004 0.008 0.023 0.213 0.541 1.083

852.27 0.004 0.008 0.024 0.217 0.546 1.090

1423.30 0.004 0.008 0.024 0.220 0.549 1.096

tempo

(minuti) 784.8 1569.6 3139.2 784.8 196.2 49.1

0.08 1.216 1.959 2.778 3.656 3.412 3.083

0.14 1.235 1.977 2.781 3.633 3.408 3.081

0.23 1.261 2.002 2.803 3.609 3.400 3.077

0.39 1.290 2.038 2.847 3.592 3.390 3.073

1.08 1.407 2.142 3.018 3.566 3.360 3.061

1.81 1.465 2.200 3.104 3.553 3.343 3.054

5.05 1.576 2.367 3.289 3.522 3.301 3.022

8.44 1.627 2.444 3.382 3.509 3.275 3.005

14.09 1.664 2.510 3.454 3.493 3.239 2.974

39.29 1.725 2.595 3.555 3.473 3.172 2.904

65.61 1.750 2.621 3.585 3.468 3.152 2.860

109.58 1.771 2.645 3.610 3.465 3.137 2.830

182.98 1.786 2.668 3.630 3.463 3.129 2.807

305.58 1.802 2.681 3.653 3.461 3.122 2.793

510.33 1.812 2.698 3.671 3.458 3.114 2.782

852.27 1.822 2.710 3.682 3.457 3.109 2.774

1423.30 1.830 2.720 3.695 3.456 3.105 2.770






pagina 3 di 9


elletipi s.r.l.













0.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

0.01 0.1 1 10 100 1000 10000

tempo (s)

defo

rmazio

ni (m

m)

12.3

24.5

49.1

98.1

196.2

392.4

784.8

1569.6

3139.2

784.8

196.2

49.1


pagina 4 di 9


Tempo (min) Dh (mm)

H0 0.220

®0.08 0.321

0.14 0.330

0.23 0.342

0.39 0.361

1.08 0.399

1.81 0.419

5.05 0.459

8.44 0.473

14.09 0.487

39.29 0.513

65.61 0.521

109.58 0.528

182.98 0.533

305.58 0.536

510.33 0.541

852.27 0.546

1423.30 0.549

t50 (min) 1.15

t50 (sec) 69

k (m/s) 4.53E-10

Cv (cm2/s) 2.75E-03

C alfa 8.63E-04

Pressione

da(kPa) 98.1

a (kPa) 196.2






AL: 02/04/14 rev.0 del: 24/04/14





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norma ASTM D 2435

0.52

0.40

0.32

0.37

0.42

0.47

0.52

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH3_EDO-cert

pagina 5 di 9

Tempo (min) Dh (mm)

H0 0.549

®0.08 0.696

0.14 0.706

0.23 0.722

0.39 0.742

1.08 0.799

1.81 0.841

5.05 0.911

8.44 0.953

14.09 0.984

39.29 1.023

65.61 1.037

109.58 1.052

182.98 1.064

305.58 1.075

510.33 1.083

852.27 1.090

1423.30 1.096

t50 (min) 2.05

t50 (sec) 123

k (m/s) 2.02E-10

Cv (cm2/s) 1.47E-03

C alfa 1.45E-03

Pressione

da(kPa) 196.2

a (kPa) 392.4






AL: 03/04/14 rev.0 del: 24/04/14





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norma ASTM D 2435

1.05

0.85

0.69

0.74

0.79

0.84

0.89

0.94

0.99

1.04

1.09

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH3_EDO-cert

pagina 6 di 9

Tempo (min) Dh (mm)

H0 1.096

®0.08 1.216

0.14 1.235

0.23 1.261

0.39 1.290

1.08 1.407

1.81 1.465

5.05 1.576

8.44 1.627

14.09 1.664

39.29 1.725

65.61 1.750

109.58 1.771

182.98 1.786

305.58 1.802

510.33 1.812

852.27 1.822

1423.30 1.830

t50 (min) 1.60

t50 (sec) 96

k (m/s) 1.62E-10

Cv (cm2/s) 1.76E-03

C alfa 2.14E-03

Pressione

da(kPa) 392.4

a (kPa) 784.8






AL: 04/04/14 rev.0 del: 24/04/14





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norma ASTM D 2435

1.76

1.45

1.21

1.31

1.41

1.51

1.61

1.71

1.81

0.01 0.10 1.00 10.00 100.00 1000.00 10000.00

t (min)

Dh

(m

m)

m_GEO 10 (rev 03 del 08/11)


S5SH3_EDO-cert

pagina 7 di 9

elletipi s.r.l.






























INTESTAZIONE LABORATORIO 2014 Model...

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