Dati di base - Unione dei Comuni del Pratomagno
Dati di base - Unione dei Comuni del Pratomagno Dati di base - Unione dei Comuni del Pratomagno
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 Elapsed time 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 Recorded data Vertical disp. Horizontal disp. Horizontal force Vertical deformation Calculated data Horizontal disp. Horizontal force Shear stress (mins) (mm) (mm) (N) (mm) (mm) (N) (kPa) 0.02 0.005 0.00 24.3 0.000 0.00 0.0 0.0 10.00 0.018 0.10 51.4 0.013 0.10 27.1 9.6 20.00 0.036 0.23 75.3 0.031 0.23 51.0 18.1 30.00 0.063 0.36 93.8 0.058 0.36 69.5 24.6 40.00 0.090 0.50 108.6 0.085 0.50 84.3 29.8 50.00 0.117 0.64 122.8 0.112 0.64 98.5 34.8 60.00 0.162 0.81 135.6 0.157 0.81 111.3 39.4 70.00 0.205 0.96 147.0 0.200 0.96 122.7 43.4 80.00 0.258 1.13 157.3 0.253 1.13 132.9 47.0 90.00 0.341 1.29 165.4 0.336 1.29 141.1 49.9 100.00 0.406 1.44 173.8 0.401 1.44 149.5 52.9 110.00 0.454 1.59 183.0 0.449 1.59 158.7 56.1 120.00 0.474 1.74 194.5 0.469 1.74 170.2 60.2 130.00 0.496 1.89 206.2 0.491 1.89 181.9 64.3 140.00 0.512 2.03 217.3 0.507 2.03 193.0 68.2 150.00 0.540 2.19 227.8 0.535 2.19 203.5 72.0 160.00 0.555 2.34 235.7 0.550 2.34 211.4 74.8 170.00 0.564 2.48 242.9 0.559 2.48 218.6 77.3 180.00 0.570 2.62 248.9 0.565 2.62 224.6 79.5 190.00 0.576 2.76 253.4 0.571 2.76 229.1 81.0 200.00 0.580 2.90 256.0 0.575 2.90 231.7 82.0 210.00 0.580 3.06 257.5 0.575 3.06 233.2 82.5 220.00 0.584 3.21 258.4 0.579 3.21 234.1 82.8 230.00 0.590 3.35 258.0 0.585 3.35 233.7 82.6 240.00 0.596 3.50 256.6 0.591 3.50 232.3 82.2 250.00 0.599 3.65 253.2 0.594 3.65 228.9 81.0 260.00 0.601 3.80 248.5 0.596 3.80 224.2 79.3 270.00 0.604 3.96 244.8 0.599 3.96 220.5 78.0 280.00 0.605 4.12 242.2 0.600 4.12 217.9 77.0 290.00 0.617 4.27 240.1 0.612 4.27 215.8 76.3 300.00 0.624 4.42 238.3 0.619 4.42 213.9 75.7 310.00 0.634 4.56 236.4 0.629 4.56 212.1 75.0 320.00 0.638 4.71 234.7 0.633 4.71 210.4 74.4 330.00 0.639 4.86 232.8 0.634 4.86 208.5 73.7 43
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 Elapsed time 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 Recorded data Vertical disp. Horizontal disp. Horizontal force Vertical deformation Calculated data Horizontal disp. Horizontal force Shear stress (mins) (mm) (mm) (N) (mm) (mm) (N) (kPa) 340.00 0.640 5.01 230.9 0.635 5.01 206.6 73.1 345.13 0.641 5.08 230.2 0.636 5.08 205.9 72.8 44
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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 />
Elapsed<br />
time<br />
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 />
Recorded data<br />
Vertical<br />
<strong>di</strong>sp.<br />
Horizontal<br />
<strong>di</strong>sp.<br />
Horizontal<br />
force<br />
Vertical deformation<br />
Calculated data<br />
Horizontal<br />
<strong>di</strong>sp.<br />
Horizontal<br />
force<br />
Shear stress<br />
(mins) (mm) (mm) (N) (mm)<br />
(mm) (N) (kPa)<br />
340.00 0.640 5.01 230.9 0.635<br />
5.01 206.6 73.1<br />
345.13 0.641 5.08 230.2 0.636<br />
5.08 205.9 72.8<br />
44
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