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Parameteiri for S040men No. Specimen Parameter Initial Consolidated Final Moisture content: Moist soil+tare,gms. 147.210 292.290 Moisture content: Dry soil+tare,gms. 123.340 266.020 Moisture content:Tare,gms. 0.000 142.680 Moisture,% 19.4 21.3 21.3 Moist specimen weight,gms. 147.2 Diameter, in. 2.41 2.41 Area,in.2 4.55 4.55 Height, in. 0.99 0.97 Net decrease in height, in. 0.03 Wet density,pcf 124.5 129.8 Dry density,pcf 104.3 107.0 Void ratio 0.6163 0.5749 Saturation,% 84.8 100.0 Test Readings rSpecloiOe Load ring constant=31.7 lbs.per input unit Normal stress= 5887 psf Strain rate,%/min.=0.0040 Fail.Stress= 3300 psf at reading no. 16 Ult.Stress= 1499 psf at reading no.96 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 0.9819 31.1 0.2 986 0.0000 2 0.0100 1.4934 47.3 0.4 1499 0.0000 3 0.0150 1.8565 58.9 0.6 1864 0.0000 4 0.0200 2.1880 69.4 0.8 2197 0.0000 5 0.0250 2.4596 78.0 1.0 2469 0.0005 6 0.0300 2.6743 84.8 1.2 2685 -0.0010 7 0.0350 2.8416 90.1 1.5 2853 -0.0010 8 0.0400 2.9774 94.4 1.7 2989 -0.0020 9 0.0450 3.0910 98.0 1.9 3103 -0.0025 10 0.0500 3.1605 100.2 2.1 3173 -0.0030 11 0.0550 3.1857 101.0 2.3 3199 -0.0040 12 0.0600 3.2363 102.6 2.5 3249 -0.0050 13 0.0650 3.2615 103.4 2.7 3275 -0.0055 14 0.0700 3.2741 103.8 2.9 3287 -0.0070 15 0.0750 3.2710 103.7 3.1 3284 -0.0075 16 0.0800 3.2868 104.2 3.3 3300 -0.0080 17 0.0850 3.2520 103.1 3.5 3265 -0.0090 18 0.0900 3.2236 102.2 3.7 3237 -0.0095 19 0.0950 3.1447 99.7 3.9 3157 -0.0100 20 0.1000 3.0847 97.8 4.2 3097 -0.0105 21 0.1050 3.0152 95.6 4.4 3027 -0.0110 22 0.1100 2.9268 92.8 4.6 2939 -0.0110 23 0.1150 2.8258 89.6 4.8 2837 -0.0110 24 0.1200 2.7437 87.0 5.0 2755 -0.0110 25 0.1250 2.6743 84.8 5.2 2685 -0.0110 26 0.1300 2.6237 83.2 5.4 2634 -0.0110 Knight Piesold Geotechnical Lab.