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 4.00-4.50<br />
Borehole number 1<br />
Sample type Un<strong>di</strong>sturbed cohesive<br />
Sample number 1<br />
Specimen orientation<br />
SPECIMEN 1 Normal stress (kPa) 100<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 12.1 0.000<br />
0.00 0.0 0.0<br />
10.00 0.025 0.10 32.1 0.020<br />
0.09 20.0 7.1<br />
20.00 0.031 0.19 47.7 0.026<br />
0.19 35.6 12.6<br />
30.00 0.058 0.29 60.3 0.053<br />
0.28 48.2 17.0<br />
40.00 0.085 0.39 71.7 0.080<br />
0.39 59.6 21.1<br />
50.00 0.119 0.50 81.2 0.114<br />
0.50 69.1 24.4<br />
60.00 0.136 0.59 86.2 0.131<br />
0.59 74.1 26.2<br />
70.00 0.139 0.68 92.9 0.134<br />
0.68 80.8 28.6<br />
80.00 0.141 0.77 100.4 0.136<br />
0.77 88.3 31.2<br />
90.00 0.143 0.86 106.4 0.138<br />
0.86 94.3 33.4<br />
100.00 0.144 0.97 110.9 0.139<br />
0.97 98.8 34.9<br />
110.00 0.145 1.07 114.4 0.140<br />
1.07 102.3 36.2<br />
120.00 0.145 1.17 118.4 0.140<br />
1.16 106.3 37.6<br />
130.01 0.149 1.25 122.1 0.144<br />
1.25 110.0 38.9<br />
140.00 0.152 1.35 126.1 0.147<br />
1.35 114.0 40.3<br />
150.00 0.154 1.45 131.5 0.149<br />
1.45 119.4 42.2<br />
160.00 0.156 1.55 135.8 0.151<br />
1.54 123.7 43.7<br />
170.00 0.157 1.63 139.0 0.152<br />
1.63 126.9 44.9<br />
180.00 0.159 1.74 143.1 0.154<br />
1.74 131.0 46.3<br />
190.00 0.163 1.83 146.6 0.158<br />
1.83 134.5 47.6<br />
200.00 0.166 1.93 148.1 0.161<br />
1.93 136.0 48.1<br />
210.00 0.174 2.02 150.3 0.169<br />
2.02 138.2 48.9<br />
220.00 0.186 2.11 152.0 0.181<br />
2.11 139.9 49.5<br />
230.00 0.202 2.20 154.9 0.197<br />
2.20 142.8 50.5<br />
240.00 0.210 2.30 156.4 0.205<br />
2.30 144.3 51.0<br />
250.00 0.219 2.40 158.4 0.214<br />
2.39 146.3 51.7<br />
260.00 0.226 2.49 160.2 0.221<br />
2.48 148.1 52.4<br />
270.00 0.234 2.59 162.7 0.229<br />
2.59 150.6 53.3<br />
280.00 0.248 2.68 164.0 0.243<br />
2.68 151.9 53.7<br />
290.00 0.259 2.79 166.9 0.254<br />
2.79 154.8 54.7<br />
300.00 0.267 2.88 167.7 0.262<br />
2.88 155.6 55.0<br />
310.00 0.270 2.99 168.7 0.265<br />
2.99 156.6 55.4<br />
320.00 0.277 3.08 170.8 0.272<br />
3.07 158.7 56.1<br />
330.00 0.280 3.18 171.4 0.275<br />
3.18 159.3 56.3<br />
16
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