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Test Readings Horizontal Shear Vertical Def.Dial Load Load Strain Stress Def.Dial No. in. Dial lbs. % psf in. 74 0.3750 0.8391 43.8 20.0 2292 0.0080 75 0.3800 0.8314 43.4 20.3 2271 0.0080 76 0.3850 0.8238 43.0 20.6 2250 0.0080 77 0.3900 0.8200 42.8 20.8 2239 0.0080 Paranwters for i Specimen Parameter Initial Consolidated Final Moisture content: Moist soil+tare,gms. 97.320 284.850 Moisture content: Dry soil+tare,gms. 84.170 272.500 Moisture content:Tare,gms. 0.000 188.330 Moisture,% 15.6 14.7 14.7 Moist specimen weight,gms. 97.3 Diameter,in. 1.89 1.89 Area,in 2 2.82 2.82 Height, in. 0.99 0.94 Net decrease in height,in. 0.04 Wet density,pcf 133.3 138.5 Dry density,pcf 115.3 120.7 Void ratio 0.4618 0.3960 Saturation,% 91.4 100.0 Test • • i t Load ring constant=51.1 lbs.per input unit Normal stress= 5192 psf Strain rate,%/min.=0.05 Fail.Stress=3373 psf at reading no.22 Ult.Stress=2816 psf at reading no.75 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 0.1448 7.4 0.3 378 0.0005 2 0.0100 0.2602 13.3 0.5 680 0.0010 3 0.0150 0.3776 19.3 0.8 986 0.0015 4 0.0200 0.4911 25.1 1.1 1283 0.0020 5 0.0250 0.5928 30.3 1.3 1548 0.0020 6 0.0300 0.6828 34.9 1.6 1783 0.0025 7 0.0350 0.7611 38.9 1.8 1988 0.0030 8 0.0400 0.8315 42.5 2.1 2172 0.0030 9 0.0450 0.8961 45.8 2.4 2340 0.0030 10 0.0500 0.9489 48.5 2.6 2478 0.0025 11 0.0550 0.9998 51.1 2.9 2611 0.0025 12 0.0600 1.0448 53.4 3.2 2729 0.0025 13 0.0650 1.0898 55.7 3.4 2846 0.0025 14 0.0700 1.1367 58.1 3.7 2969 0.0025 15 0.0750 1.1759 60.1 4.0 3071 0.0025 16 0.0800 1.2072 61.7 4.2 3153 0.0025 17 0.0850 1.2346 63.1 4.5 3224 0.0025 18 0.0900 1.2581 64.3 4.8 3286 0.0020 Knight Piesold Geotechnical Lab.