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 2 Normal stress (kPa) 200<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 0.831<br />
0.08 0.926<br />
0.13 1.010<br />
0.20 1.094<br />
0.32 1.217<br />
0.51 1.295<br />
0.81 1.377<br />
1.29 1.493<br />
2.04 1.556<br />
3.25 1.589<br />
5.16 1.615<br />
8.21 1.646<br />
13.06 1.656<br />
20.76 1.664<br />
33.00 1.677<br />
52.48 1.679<br />
83.43 1.698<br />
132.66 1.705<br />
210.92 1.706<br />
335.37 1.706<br />
533.23 1.706<br />
847.83 1.706<br />
978.17 1.706<br />
(root mins)<br />
(mm)<br />
0.2<br />
0.000<br />
0.3<br />
0.095<br />
0.4<br />
0.179<br />
0.4 0.263<br />
0.6<br />
0.7<br />
0.9<br />
1.1<br />
1.4<br />
1.8<br />
2.3<br />
2.9<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 />
31.3<br />
0.386<br />
0.464<br />
0.546<br />
0.662<br />
0.725<br />
0.758<br />
0.784<br />
0.815<br />
0.825<br />
0.833<br />
0.846<br />
0.848<br />
0.867<br />
0.874<br />
0.875<br />
0.875<br />
0.875<br />
0.875<br />
0.875<br />
19
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