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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 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 2 Normal stress (kPa) 300<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 />

0.02 0.009 0.00 21.5 0.000<br />

0.00 0.0 0.0<br />

10.00 0.035 0.07 58.8 0.026<br />

0.07 37.3 13.2<br />

20.00 0.051 0.16 94.8 0.042<br />

0.16 73.3 25.9<br />

30.00 0.067 0.26 127.9 0.058<br />

0.26 106.4 37.6<br />

40.00 0.081 0.36 159.8 0.072<br />

0.36 138.3 48.9<br />

50.00 0.084 0.47 186.1 0.075<br />

0.47 164.6 58.2<br />

60.00 0.091 0.59 209.2 0.082<br />

0.59 187.8 66.4<br />

70.00 0.101 0.71 228.5 0.092<br />

0.71 207.1 73.2<br />

80.00 0.109 0.84 248.2 0.100<br />

0.84 226.7 80.2<br />

90.00 0.114 0.97 267.0 0.105<br />

0.97 245.6 86.8<br />

100.00 0.118 1.12 280.9 0.109<br />

1.12 259.5 91.8<br />

110.00 0.125 1.26 299.4 0.116<br />

1.26 277.9 98.3<br />

120.00 0.133 1.40 315.6 0.124<br />

1.40 294.1 104.0<br />

130.00 0.144 1.54 330.9 0.135<br />

1.54 309.4 109.4<br />

140.00 0.158 1.69 343.6 0.149<br />

1.69 322.2 113.9<br />

150.00 0.168 1.83 351.8 0.159<br />

1.83 330.4 116.8<br />

160.00 0.177 1.97 355.4 0.168<br />

1.97 333.9 118.1<br />

170.00 0.186 2.12 359.5 0.177<br />

2.12 338.1 119.6<br />

180.00 0.193 2.27 362.7 0.184<br />

2.27 341.3 120.7<br />

190.00 0.197 2.42 365.3 0.188<br />

2.42 343.8 121.6<br />

200.00 0.206 2.57 368.1 0.197<br />

2.57 346.7 122.6<br />

210.00 0.217 2.71 370.6 0.208<br />

2.71 349.2 123.5<br />

220.00 0.229 2.85 372.6 0.220<br />

2.85 351.1 124.2<br />

230.00 0.232 3.00 373.7 0.223<br />

3.00 352.2 124.6<br />

240.00 0.235 3.14 375.3 0.226<br />

3.14 353.9 125.2<br />

250.00 0.239 3.28 376.3 0.230<br />

3.28 354.8 125.5<br />

260.00 0.241 3.43 376.7 0.232<br />

3.43 355.2 125.6<br />

270.00 0.249 3.58 377.0 0.240<br />

3.58 355.5 125.7<br />

280.00 0.257 3.72 376.9 0.248<br />

3.72 355.4 125.7<br />

290.00 0.264 3.87 376.3 0.255<br />

3.87 354.8 125.5<br />

300.00 0.265 4.01 375.0 0.256<br />

4.01 353.5 125.0<br />

310.00 0.271 4.16 374.3 0.262<br />

4.16 352.8 124.8<br />

320.00 0.271 4.31 374.8 0.262<br />

4.31 353.4 125.0<br />

330.00 0.271 4.46 374.7 0.262<br />

4.46 353.2 124.9<br />

48

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