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ReadingsTest <br /> Horizontal Shear <br /> Def.Dial Load Load Strain Stress <br /> No. in. Dial lbs. % psf <br /> 61 1.0150 870.000 870.0 12.7 1958 <br /> 62 1.0350 897.000 897.0 12.9 2018 <br /> 63 1.0550 899.000 899.0 13.2 2023 <br /> 64 1.0750 918.000 918.0 13.4 2066 <br /> 65 1.0940 911.000 911.0 13.7 2050 <br /> 66 1.1140 960.000 960.0 13.9 2160 <br /> 67 1.1340 980.000 980.0 14.2 2205 <br /> 68 1.1480 997.000 997.0 14.3 2243 <br /> 69 1.1740 1026.000 1026.0 14.7 2309 <br /> 70 1.2080 1033.000 1033.0 15.1 2324 <br /> SpecimenParameters for • <br /> Specimen Parameter Initial Consolidated Final <br /> Moisture content: Moist soil+tare, gms. 6128.000 7897.000 <br /> Moisture content: Dry soil+tare, gms. 5896.500 6055.200 <br /> Moisture content: Tare, gms. 0.000 0.000 <br /> Moisture, % 3.9 30.4 30.4 <br /> Moist specimen weight, gms. 6128.0 <br /> Side Length, in. 8.00 8.00 <br /> Area, in.2 64.00 64.00 <br /> Height, in. 4.50 3.79 <br /> Net decrease in height, in. 0.71 <br /> Wet density, pcf 81.1 120.7 <br /> Dry density, pcf 78.0 92.5 <br /> Void ratio 1.1610 0.8216 <br /> Saturation, % 9.1 100.0 <br /> Test Readings for Specimen No. 2 <br /> Normal stress = 5000 psf <br /> Strain rate, in./min. =0.01 <br /> Fail. Stress =4309 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 0.0110 362.000 363.0 0.1 817 <br /> 2 0.0190 608.000 609.0 0.2 1370 <br /> 3 0.0260 901.000 902.0 0.3 2030 <br /> 4 0.0340 1137.000 1138.0 0.4 2561 <br /> 5 0.0420 1294.000 1295.0 0.5 2914 <br /> 6 0.0490 1353.000 1354.0 0.6 3047 <br /> 7 0.0580 1246.000 1247.0 0.7 2806 <br /> 8 0.0640 1296.000 1297.0 0.8 2918 <br /> 9 0.0730 1367.000 1368.0 0.9 3078 <br /> 10 0.0820 1418.000 1419.0 1.0 3193 <br /> 11 0.1000 1456.000 1457.0 1.3 3278 <br /> 12 0.1170 1006.000 1007.0 1.5 2266 <br /> 13 0.1340 715.000 716.0 1.7 1611 <br /> 14 0.1520 650.000 651.0 1.9 1465 <br /> Knight Piesold Geotechnical Lab. <br />