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 />
340.00 0.287 3.28 172.0 0.282<br />
3.28 159.9 56.6<br />
350.00 0.294 3.38 173.6 0.289<br />
3.37 161.5 57.1<br />
360.00 0.297 3.47 173.8 0.292<br />
3.47 161.7 57.2<br />
370.00 0.299 3.57 174.2 0.294<br />
3.57 162.1 57.3<br />
380.00 0.303 3.67 176.5 0.298<br />
3.66 164.4 58.1<br />
390.00 0.312 3.77 178.2 0.307<br />
3.77 166.1 58.7<br />
400.00 0.315 3.87 179.4 0.310<br />
3.87 167.3 59.2<br />
410.00 0.315 3.96 180.1 0.310<br />
3.96 168.0 59.4<br />
420.01 0.319 4.06 180.4 0.314<br />
4.06 168.3 59.5<br />
430.01 0.321 4.15 180.8 0.316<br />
4.15 168.7 59.7<br />
440.00 0.321 4.25 181.1 0.316<br />
4.25 169.0 59.8<br />
450.00 0.321 4.35 181.6 0.316<br />
4.35 169.5 59.9<br />
460.00 0.324 4.46 181.8 0.319<br />
4.45 169.7 60.0<br />
470.00 0.324 4.55 182.1 0.319<br />
4.55 170.0 60.1<br />
480.00 0.328 4.64 182.5 0.323<br />
4.64 170.4 60.3<br />
490.01 0.330 4.74 183.2 0.325<br />
4.73 171.1 60.5<br />
500.00 0.332 4.84 183.5 0.327<br />
4.84 171.4 60.6<br />
510.00 0.332 4.94 184.0 0.327<br />
4.94 171.9 60.8<br />
519.34 0.332 5.04 184.4 0.327<br />
5.04 172.3 60.9<br />
17