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)<br />
Set of single stage tests - tested in accordance with BS 1377:1990:Part 7: Clause 4 (procedure 4.5.4)<br />
TEST DATA - CONSOLIDATION<br />
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 />
Recorded data<br />
Calculated data<br />
Time<br />
Vertical <strong>di</strong>splacement<br />
Time<br />
Vertical deformation of specimen<br />
(mins)<br />
(mm)<br />
0.05 0.226<br />
0.08 0.239<br />
0.13 0.259<br />
0.20 0.268<br />
0.32 0.278<br />
0.51 0.292<br />
0.81 0.315<br />
1.29 0.338<br />
2.05 0.359<br />
3.25 0.379<br />
5.17 0.402<br />
8.81 0.415<br />
13.06 0.428<br />
20.76 0.439<br />
33.00 0.452<br />
52.48 0.458<br />
83.43 0.463<br />
132.66 0.466<br />
210.92 0.470<br />
335.37 0.475<br />
533.23 0.486<br />
847.83 0.493<br />
961.24 0.496<br />
(root mins)<br />
0.2<br />
0.3<br />
0.4<br />
0.5<br />
0.6<br />
0.7<br />
0.9<br />
1.1<br />
1.4<br />
1.8<br />
2.3<br />
3.0<br />
3.6<br />
4.6<br />
5.7<br />
7.2<br />
9.1<br />
11.5<br />
14.5<br />
18.3<br />
23.1<br />
29.1<br />
31.0<br />
(mm)<br />
0.000<br />
0.013<br />
0.033<br />
0.042<br />
0.052<br />
0.066<br />
0.089<br />
0.112<br />
0.133<br />
0.153<br />
0.176<br />
0.189<br />
0.202<br />
0.213<br />
0.226<br />
0.232<br />
0.237<br />
0.240<br />
0.244<br />
0.249<br />
0.260<br />
0.267<br />
0.270<br />
14
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