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Specimen Parameter Initial Consolidated Final Moisture content: Moist soil+tare,gms. 97.850 242.460 Moisture content:Dry soil+tare,gms. 84.670 230.540 Moisture content:Tare,gms. 0.000 145.870 Moisture,% 15.6 14.1 14.1 Moist specimen weight,gms. 97.8 Diameter,in. 1.87 1.87 Area,in 2 2.75 2.75 Height, in. 1.00 0.96 Net decrease in height, in. 0.04 Wet density,pcf 134.9 139.3 Dry density,pcf 116.7 122.1 Void ratio 0.4440 0.3800 Saturation,% 94.7 100.0 ; . P90for Specimen No.2 Load ring constant=52.2 lbs.per input unit Normal stress= 3986 psf Strain rate,%/min.=0.05 Fail.Stress=2647 psf at reading no.46 Ult.Stress=2292 psf at reading no.74 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 0.0593 3.1 0.3 162 0.0000 2 0.0100 0.1166 6.1 0.5 318 0.0005 3 0.0150 0.1778 9.3 0.8 485 0.0005 4 0.0200 0.2466 12.9 1.1 673 0.0010 5 0.0250 0.3230 16.9 1.3 882 0.0015 6 0.0300 0.3956 20.7 1.6 1081 0.0020 7 0.0350 0.4645 24.2 1.9 1268 0.0025 8 0.0400 0.5294 27.6 2.1 1446 0.0030 9 0.0450 0.5906 30.8 2.4 1613 0.0030 10 0.0500 0.6135 32.0 2.7 1676 0.0030 11 0.0550 0.6441 33.6 2.9 1759 0.0030 12 0.0600 0.6824 35.6 3.2 1864 0.0030 13 0.0650 0.7129 37.2 3.5 1947 0.0030 14 0.0700 0.7397 38.6 3.7 2020 0.0030 15 0.0750 0.7626 39.8 4.0 2083 0.0030 16 0.0800 0.7817 40.8 4.3 2135 0.0030 17 0.0850 0.8009 41.8 4.5 2187 0.0035 18 0.0900 0.8161 42.6 4.8 2229 0.0035 19 0.0950 0.8276 43.2 5.1 2260 0.0035 20 0.1000 0.8391 43.8 5.3 2292 0.0035 21 0.1050 0.8486 44.3 5.6 2318 0.0040 22 0.1100 0.8582 44.8 5.9 2344 0.0040 23 0.1150 0.8620 45.0 6.1 2354 0.0040 24 0.1200 0.8658 45.2 6.4 2365 0.0040 25 0.1250 0.8697 45.4 6.7 2375 0.0040 26 0.1300 0.8697 45.4 6.9 2375 0.0045 Knight Piesold Geotechnical Lab.