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Parameters for Speomen Nq� Specimen Parameter Initial Consolidated Final Moisture content:Moist soil+tare,gms. 94.740 237.270 Moisture content: Dry soil+tare,gms. 77.520 220.330 Moisture content:Tare,gms. 0.000 142.810 Moisture,% 22.2 21.9 21.9 Moist specimen weight,gms. 94.7 Diameter,in. 1.93 1.93 Area, in? 2.93 2.93 Height, in. 1.00 0.95 Net decrease in height,in. 0.05 Wet density,pcf 123.4 129.2 Dry density,pcf 100.9 106.0 Void ratio 0.6698 0.5901 Saturation,% 89.5 100.0 Load ring constant=49.25 lbs.per input unit Normal stress=4875 psf Strain rate,%/min.=0.05 Fail.Stress=3295 psf at reading no. 17 Ult.Stress=3024 psf at reading no.75 Horizontal Shear Vertical Def.Dial Load Load Strain Stress Def.Dial No. in. Dial lbs. % psf in. 0 0.0000 0.0000 0.0 0.0 0 0.0000 1 0.0050 0.2499 12.3 0.3 606 0.0010 2 0.0100 0.4612 22.7 0.5 1118 0.0015 3 0.0150 0.5831 28.7 0.8 1413 0.0025 4 0.0200 0.7212 35.5 1.0 1748 0.0030 5 0.0250 0.8248 40.6 1.3 2000 0.0030 6 0.0300 0.9041 44.5 1.6 2192 0.0035 7 0.0350 0.9935 48.9 1.8 2408 0.0035 8 0.0400 1.0666 52.5 2.1 2586 0.0035 9 0.0450 1.1316 55.7 2.3 2743 0.0030 10 0.0500 1.1885 58.5 2.6 2881 0.0030 11 0.0550 1.2373 60.9 2.8 2999 0.0025 12 0.0600 1.2779 62.9 3.1 3098 0.0025 13 0.0650 1.3104 64.5 3.4 3177 0.0020 14 0.0700 1.3348 65.7 3.6 3236 0.0015 15 0.0750 1.3510 66.5 3.9 3275 0.0010 16 0.0800 1.3571 66.8 4.1 3290 0.0005 17 0.0850 1.3592 66.9 4.4 3295 0.0005 18 0.0900 1.3571 66.8 4.7 3290 0.0000 19 0.0950 1.3551 66.7 4.9 3285 0.0000 20 0.1000 1.3571 66.8 5.2 3290 0.0000 21 0.1050 1.3551 66.7 5.4 3285 0.0005 22 0.1100 1.3449 66.2 5.7 3260 0.0005 23 0.1150 1.3307 65.5 6.0 3226 0.0005 24 0.1200 1.3145 64.7 6.2 3186 0.0005 25 0.1250 1.3023 64.1 6.5 3157 0.0000 26 0.1300 1.2901 63.5 6.7 3127 0.0000 Knight Piesold Geotechnical Lab.