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 3 Normal stress (kPa) 600<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 0.003 0.01 15.7 0.000<br />
0.00 0.0 0.0<br />
10.00 0.011 0.08 65.8 0.008<br />
0.07 50.1 17.7<br />
20.00 0.021 0.16 117.8 0.018<br />
0.15 102.1 36.1<br />
30.00 0.032 0.25 165.4 0.029<br />
0.24 149.7 52.9<br />
40.00 0.049 0.35 210.5 0.046<br />
0.34 194.8 68.9<br />
50.00 0.064 0.44 254.9 0.061<br />
0.43 239.2 84.6<br />
60.00 0.076 0.54 298.8 0.073<br />
0.53 283.0 100.1<br />
70.01 0.089 0.63 346.3 0.086<br />
0.62 330.5 116.9<br />
80.00 0.094 0.71 392.7 0.091<br />
0.70 377.0 133.3<br />
90.00 0.097 0.81 433.7 0.094<br />
0.80 418.0 147.8<br />
100.00 0.110 0.91 471.9 0.107<br />
0.90 456.2 161.3<br />
110.00 0.125 1.02 505.7 0.122<br />
1.01 490.0 173.3<br />
120.00 0.132 1.13 534.5 0.129<br />
1.12 518.8 183.5<br />
130.00 0.137 1.24 560.3 0.134<br />
1.23 544.6 192.6<br />
140.00 0.144 1.37 582.2 0.141<br />
1.36 566.4 200.3<br />
150.00 0.148 1.50 601.6 0.145<br />
1.49 585.9 207.2<br />
160.00 0.152 1.64 617.4 0.149<br />
1.63 601.7 212.8<br />
170.00 0.167 1.78 629.8 0.164<br />
1.77 614.1 217.2<br />
180.00 0.180 1.93 640.8 0.177<br />
1.92 625.0 221.1<br />
190.00 0.193 2.07 648.8 0.190<br />
2.06 633.1 223.9<br />
200.00 0.202 2.22 654.2 0.199<br />
2.21 638.5 225.8<br />
210.00 0.208 2.37 656.9 0.205<br />
2.36 641.2 226.8<br />
220.00 0.211 2.53 660.2 0.208<br />
2.52 644.4 227.9<br />
230.00 0.215 2.68 660.8 0.212<br />
2.67 645.1 228.2<br />
240.00 0.229 2.84 661.2 0.226<br />
2.83 645.5 228.3<br />
250.00 0.241 2.98 661.0 0.238<br />
2.97 645.3 228.2<br />
260.00 0.249 3.14 659.0 0.246<br />
3.13 643.2 227.5<br />
270.00 0.253 3.30 656.6 0.250<br />
3.29 640.9 226.7<br />
280.00 0.257 3.46 653.5 0.254<br />
3.45 637.7 225.6<br />
290.00 0.259 3.61 651.3 0.256<br />
3.60 635.6 224.8<br />
300.00 0.261 3.77 648.2 0.258<br />
3.76 632.4 223.7<br />
310.00 0.274 3.92 645.8 0.271<br />
3.91 630.1 222.9<br />
320.00 0.287 4.08 643.8 0.284<br />
4.07 628.1 222.1<br />
330.00 0.294 4.23 642.2 0.291<br />
4.22 626.5 221.6<br />
53
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