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Jest Readings for Specimen • <br /> Horizontal Shear <br /> Def.Dial Load Load Strain Stress <br /> No. in. Dial lbs. % psf <br /> 61 1.0110 898.000 892.0 12.6 2007 <br /> 62 1.0310 911.000 905.0 12.9 2036 <br /> 63 1.0510 918.000 912.0 13.1 2052 <br /> 64 1.0710 929.000 923.0 13.4 2077 <br /> 65 1.0910 931.000 925.0 13.6 2081 <br /> 66 1.1120 954.000 948.0 13.9 2133 <br /> 67 1.1310 973.000 967.0 14.1 2176 <br /> 68 1.1450 983.000 977.0 14.3 2198 <br /> 69 1.1720 983.000 977.0 14.6 2198 <br /> 70 1.2100 1003.000 997.0 15.1 2243 <br /> SpecimenParameters for <br /> Specimen Parameter Initial Consolidated Final <br /> Moisture content: Moist soil+tare, gms. 6073.600 7485.000 <br /> Moisture content: Dry soil+tare, gms. 5896.700 5896.700 <br /> Moisture content: Tare, gms. 0.000 0.000 <br /> Moisture,% 3.0 26.9 26.9 <br /> Moist specimen weight, gms. 6073.6 <br /> Side Length, in. 8.00 8.00 <br /> Area, in.2 64.00 64.00 <br /> Height, in. 4.50 3.60 <br /> Net decrease in height, in. 0.90 <br /> Wet density, pcf 80.3 123.9 <br /> Dry density, pcf 78.0 97.6 <br /> Void ratio 1.1610 0.7274 <br /> Saturation, % 7.0 100.0 <br /> SpecimenTest Readings for <br /> Normal stress= 5000 psf <br /> Strain rate, in./min. =0.01 <br /> Fail. Stress=3672 psf at reading no. 69 <br /> Horizontal Shear <br /> Def.Dial Load Load Strain Stress <br /> No. in. Dial lbs. % psf <br /> 0 0.0000 8.000 0.0 0.0 0 <br /> 1 0.0080 132.000 124.0 0.1 279 <br /> 2 0.0170 198.000 190.0 0.2 428 <br /> 3 0.0260 248.000 240.0 0.3 540 <br /> 4 0.0340 287.000 279.0 0.4 628 <br /> 5 0.0430 297.000 289.0 0.5 650 <br /> 6 0.0490 342.000 334.0 0.6 752 <br /> 7 0.0580 370.000 362.0 0.7 815 <br /> 8 0.0640 389.000 381.0 0.8 857 <br /> 9 0.0730 407.000 399.0 0.9 898 <br /> 10 0.0810 442.000 434.0 1.0 977 <br /> 11 0.0990 487.000 479.0 1.2 1078 <br /> 12 0.1140 528.000 520.0 1.4 1170 <br /> 13 0.1290 560.000 552.0 1.6 1242 <br /> 14 0.1470 592.000 584.0 1.8 1314 <br /> Knight Piesold Geotechnical Lab. <br />