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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

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