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Parameters for Specimen • <br /> Specimen Parameter Initial Consolidated Final <br /> Moisture content: Moist soil+tare, gms. 6167.500 7542.000 <br /> Moisture content: Dry soil+tare, gms. 5970.470 5970.470 <br /> Moisture content: Tare, gms. 0.000 0.000 <br /> Moisture, % 3.3 26.3 26.3 <br /> Moist specimen weight, gms. 6167.5 <br /> Side Length, in. 8.00 8.00 <br /> Area, in.2 64.00 64.00 <br /> Height, in. 4.50 3.61 <br /> Net decrease in height, in. 0.89 <br /> Wet density, pcf 81.6 124.5 <br /> Dry density, pcf 79.0 98.5 <br /> Void ratio 1.1343 0.7106 <br /> Saturation,% 7.9 100.0 <br /> Test Readings for Specimen No. 2 <br /> Normal stress = 5000 psf <br /> Strain rate, in./min. =0.01 <br /> Fail. Stress =4136 psf at reading no. 70 <br /> Horizontal Shear <br /> Def.Dial Load Load Strain Stress <br /> No. in. Dial lbs. % psf <br /> 0 0.0000 1.000 0.0 0.0 0 <br /> 1 0.0079 156.000 155.0 0.1 349 <br /> 2 0.0160 218.000 217.0 0.2 488 <br /> 3 0.0245 258.000 257.0 0.3 578 <br /> 4 0.0328 292.000 291.0 0.4 655 <br /> 5 0.0392 313.000 312.0 0.5 702 <br /> 6 0.0477 338.000 337.0 0.6 758 <br /> 7 0.0567 364.000 363.0 0.7 817 <br /> 8 0.0633 377.000 376.0 0.8 846 <br /> 9 0.0718 403.000 402.0 0.9 905 <br /> 10 0.0805 422.000 421.0 1.0 947 <br /> 11 0.0959 459.000 458.0 1.2 1031 <br /> 12 0.1116 500.000 499.0 1.4 1123 <br /> 13 0.1271 537,000 536.0 1.6 1206 <br /> 14 0.1449 582.000 581.0 1.8 1307 <br /> 15 0.1608 622.000 621.0 2.0 1397 <br /> 16 0.1757 656.000 655.0 2.2 1474 <br /> 17 0.1917 679.000 678.0 2.4 1526 <br /> 18 0.2070 708.000 707.0 2.6 1591 <br /> 19 0.2247 741.000 740.0 2.8 1665 <br /> 20 0.2401 777.000 776.0 3.0 1746 <br /> 21 0.2556 805.000 804.0 3.2 1809 <br /> 22 0.2708 827.000 826.0 3.4 1859 <br /> 23 0.2885 859.000 858.0 3.6 1931 <br /> 24 0.3039 882.000 881.0 3.8 1982 <br /> 25 0.3198 913.000 912.0 4.0 2052 <br /> 26 03349 936.000 935.0 4.2 2104 <br /> 27 0.3526 979.000 978.0 4.4 2201 <br /> 28 0.3681 1007.000 1006.0 4.6 2264 <br /> Knight Piesold Geotechnical Lab. <br />