Dati di base - Unione dei Comuni del Pratomagno

Dati di base - Unione dei Comuni del Pratomagno Dati di base - Unione dei Comuni del Pratomagno

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DETERMINATION OF SHEAR STRENGTH BY DIRECT SHEAR (in the small shearbox apparatus) Set of single stage tests - tested in accordance with BS 1377:1990:Part 7: Clause 4 (procedure 4.5.4) TEST DATA - SHEARING Project location Faella -Pian di Scò (AR) Project reference GHEA srl Sample depth 8.00-8.50 Borehole number 1 Sample type Undisturbed cohesive Sample number 2 Specimen orientation SPECIMEN 1 Normal stress (kPa) 150 90 80 Shear stress (kPa) 70 60 50 40 30 20 10 0 0 1 2 3 4 5 6 Horizontal displacement (mm) 0.000 Vertical deformation (mm) 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0 1 2 3 4 5 6 Horizontal displacement (mm) Tested Dott. Iannini Checked Dott.ssa Sfalanga Approved Prof. Carmignani Date 08/04/2011 Date 14/04/2011 Date N° 2888/2011 45

DETERMINATION OF SHEAR STRENGTH BY DIRECT SHEAR (in the small shearbox apparatus) Set of single stage tests - tested in accordance with BS 1377:1990:Part 7: Clause 4 (procedure 4.5.4) TEST DATA - CONSOLIDATION Project location Faella -Pian di Scò (AR) Project reference GHEA srl Sample depth 8.00-8.50 Borehole number 1 Sample type Undisturbed cohesive Sample number 2 Specimen orientation SPECIMEN 2 Normal stress (kPa) 300 Recorded data Calculated data Time Vertical displacement Time Vertical deformation of specimen (mins) (mm) 0.05 2.394 0.08 2.434 0.13 2.463 0.21 2.501 0.32 2.545 0.51 2.585 0.81 2.623 1.29 2.668 2.05 2.713 3.25 2.769 5.17 2.823 8.21 2.889 13.06 2.955 20.76 3.021 33.00 3.094 52.47 3.151 83.43 3.217 132.66 3.334 210.92 3.454 335.37 3.564 533.23 3.612 847.83 3.620 848.91 3.621 (root mins) (mm) 0.2 0.000 0.3 0.040 0.4 0.069 0.5 0.107 0.6 0.7 0.9 1.1 1.4 1.8 2.3 2.9 3.6 4.6 5.7 7.2 9.1 11.5 14.5 18.3 23.1 29.1 29.1 0.151 0.191 0.229 0.274 0.319 0.375 0.429 0.495 0.561 0.627 0.700 0.757 0.823 0.940 1.060 1.170 1.218 1.226 1.227 46

DETERMINATION OF SHEAR STRENGTH BY DIRECT SHEAR (in the small shearbox apparatus)<br />

Set of single stage tests - tested in accordance with BS 1377:1990:Part 7: Clause 4 (procedure 4.5.4)<br />

TEST DATA - SHEARING<br />

Project location Faella -Pian <strong>di</strong> Scò (AR)<br />

Project reference GHEA srl<br />

Sample depth 8.00-8.50<br />

Borehole number 1<br />

Sample type Un<strong>di</strong>sturbed cohesive<br />

Sample number 2<br />

Specimen orientation<br />

SPECIMEN 1 Normal stress (kPa) 150<br />

90<br />

80<br />

Shear stress (kPa)<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0<br />

0 1 2 3 4 5 6<br />

Horizontal <strong>di</strong>splacement (mm)<br />

0.000<br />

Vertical deformation (mm)<br />

0.100<br />

0.200<br />

0.300<br />

0.400<br />

0.500<br />

0.600<br />

0.700<br />

0 1 2 3 4 5 6<br />

Horizontal <strong>di</strong>splacement (mm)<br />

Tested Dott. Iannini<br />

Checked Dott.ssa Sfalanga Approved Prof. Carmignani<br />

Date 08/04/2011 Date 14/04/2011 Date N° 2888/2011<br />

45

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