Dati di base - Unione dei Comuni del Pratomagno
Dati di base - Unione dei Comuni del Pratomagno Dati di base - Unione dei Comuni del Pratomagno
Project location Faella - Pian di Scò (AR) Project reference GHEA srl Sample depth 4.00-4.50 Borehole number 1 Sample type Undisturbed cohesive Sample number 1 Specimen orientation SPECIMEN 3 Normal stress (kPa) 400 Elapsed time DETERMINATION OF SHEAR STRENGTH BY DIRECT SHEAR (in the small shearbox apparatus) Set of single stage tests - tested in accordance with BS 1377:1990:Part 7: Clause 4 (procedure 4.5.4) TEST DATA - SHEARING Recorded data Vertical disp. Horizontal disp. Horizontal force Vertical deformation Calculated data Horizontal disp. Horizontal force Shear stress (mins) (mm) (mm) (N) (mm) (mm) (N) (kPa) 340.00 0.493 3.05 702.5 0.492 3.05 679.2 240.2 350.00 0.497 3.15 708.9 0.496 3.15 685.6 242.5 360.00 0.503 3.24 714.4 0.502 3.24 691.1 244.4 370.00 0.507 3.35 718.7 0.506 3.35 695.4 245.9 380.00 0.516 3.45 722.7 0.515 3.45 699.4 247.4 390.00 0.527 3.53 726.5 0.526 3.53 703.2 248.7 400.00 0.546 3.63 728.9 0.545 3.63 705.6 249.6 410.00 0.555 3.72 730.8 0.554 3.72 707.5 250.2 420.00 0.560 3.83 731.6 0.559 3.83 708.3 250.5 430.00 0.569 3.93 731.0 0.568 3.93 707.7 250.3 440.00 0.582 4.03 732.2 0.581 4.03 708.9 250.7 450.01 0.582 4.13 734.1 0.581 4.13 710.8 251.4 460.00 0.583 4.22 733.9 0.582 4.22 710.6 251.3 470.00 0.583 4.32 734.8 0.582 4.32 711.5 251.6 480.00 0.584 4.42 735.4 0.583 4.42 712.1 251.9 490.00 0.585 4.53 734.1 0.584 4.53 710.8 251.4 500.00 0.585 4.62 732.3 0.584 4.62 709.0 250.8 510.00 0.590 4.72 730.6 0.589 4.72 707.3 250.2 515.36 0.590 4.76 730.4 0.589 4.76 707.1 250.1 27
DETERMINATION OF SHEAR STRENGTH BY DIRECT SHEAR (in the small shearbox apparatus) Set of single stage tests - tested in accordance with BS 1377:1990:Part 7: Clause 4 (procedure 4.5.4) TEST DATA - SHEARING Project location Faella - Pian di Scò (AR) Project reference GHEA srl Sample depth 4.00-4.50 Borehole number 1 Sample type Undisturbed cohesive Sample number 1 Specimen orientation SPECIMEN 3 Normal stress (kPa) 400 300 250 Shear stress (kPa) 200 150 100 50 0 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 Horizontal displacement (mm) 0.000 Vertical deformation (mm) 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 Horizontal displacement (mm) Tested Dott. Iannini Checked Dott.ssa Sfalanga Approved Prof. Carmignani Date 12/04/2011 Date 14/04/2011 Date N° 2887/2011 28
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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 3 Normal stress (kPa) 400<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 0.493 3.05 702.5 0.492<br />
3.05 679.2 240.2<br />
350.00 0.497 3.15 708.9 0.496<br />
3.15 685.6 242.5<br />
360.00 0.503 3.24 714.4 0.502<br />
3.24 691.1 244.4<br />
370.00 0.507 3.35 718.7 0.506<br />
3.35 695.4 245.9<br />
380.00 0.516 3.45 722.7 0.515<br />
3.45 699.4 247.4<br />
390.00 0.527 3.53 726.5 0.526<br />
3.53 703.2 248.7<br />
400.00 0.546 3.63 728.9 0.545<br />
3.63 705.6 249.6<br />
410.00 0.555 3.72 730.8 0.554<br />
3.72 707.5 250.2<br />
420.00 0.560 3.83 731.6 0.559<br />
3.83 708.3 250.5<br />
430.00 0.569 3.93 731.0 0.568<br />
3.93 707.7 250.3<br />
440.00 0.582 4.03 732.2 0.581<br />
4.03 708.9 250.7<br />
450.01 0.582 4.13 734.1 0.581<br />
4.13 710.8 251.4<br />
460.00 0.583 4.22 733.9 0.582<br />
4.22 710.6 251.3<br />
470.00 0.583 4.32 734.8 0.582<br />
4.32 711.5 251.6<br />
480.00 0.584 4.42 735.4 0.583<br />
4.42 712.1 251.9<br />
490.00 0.585 4.53 734.1 0.584<br />
4.53 710.8 251.4<br />
500.00 0.585 4.62 732.3 0.584<br />
4.62 709.0 250.8<br />
510.00 0.590 4.72 730.6 0.589<br />
4.72 707.3 250.2<br />
515.36 0.590 4.76 730.4 0.589<br />
4.76 707.1 250.1<br />
27
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