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 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 />
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 0.507<br />
0.08 0.524<br />
0.13 0.541<br />
0.21 0.557<br />
0.32 0.564<br />
0.51 0.579<br />
0.81 0.591<br />
1.29 0.615<br />
2.05 0.627<br />
3.25 0.635<br />
5.17 0.643<br />
8.21 0.653<br />
13.06 0.661<br />
20.76 0.675<br />
33.01 0.688<br />
52.48 0.700<br />
83.43 0.709<br />
132.66 0.714<br />
210.92 0.720<br />
335.36 0.726<br />
533.23 0.732<br />
847.84 0.737<br />
956.55 0.746<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 />
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 />
30.9<br />
(mm)<br />
0.000<br />
0.017<br />
0.034<br />
0.050<br />
0.057<br />
0.072<br />
0.084<br />
0.108<br />
0.120<br />
0.128<br />
0.136<br />
0.146<br />
0.154<br />
0.168<br />
0.181<br />
0.193<br />
0.202<br />
0.207<br />
0.213<br />
0.219<br />
0.225<br />
0.230<br />
0.239<br />
41
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