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