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Test Readings i Specimen i Horizontal Shear Vertical Def.Dial Load Load Strain Stress Def.Dial No. in. Dial lbs. % psf in. 74 0.3800 1.2454 61.3 19.7 3019 0.0070 75 0.3850 1.2474 61.4 19.9 3024 0.0070 76 0.3900 1.2454 61.3 20.2 3019 0.0070 Pai� i Specimen No.3 Specimen Parameter Initial Consolidated Final Moisture content: Moist soil+tare,gms. 97.830 242.910 Moisture content: Dry soil+tare,gms. 81.490 227.450 Moisture content:Tare,gms. 0.000 145.960 Moisture,% 20.1 19.0 19.0 Moist specimen weight,gms. 97.8 Diameter,in. 1.93 1.93 Area,in.2 2.93 2.93 Height, in. 1.00 0.95 Net decrease in height,in. 0.05 Wet density,pcf 127.4 132.6 Dry density,pcf 106.1 111.5 Void ratio 0.5884 0.5122 Saturation,% 92.0 100.0 i i ' i I i Load ring constant=49.21bs.per input unit Normal stress=6500 psf Strain rate,%/min. =0.05 Fail.Stress=4851 psf at reading no. 18 Ult.Stress=3710 psf at reading no.77 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 0.1910 9.4 0.3 462 0.0005 2 0.0100 0.4266 21.0 0.5 1033 0.0010 3 0.0150 0.6521 32.1 0.8 1579 0.0020 4 0.0200 0.8431 41.5 1.0 2042 0.0025 5 0.0250 0.9630 47.4 1.3 2332 0.0025 6 0.0300 1.0910 53.7 1.6 2642 0.0020 7 0.0350 1.2332 60.7 1.8 2986 0.0020 8 0.0400 1.3429 66.1 2.1 3252 0.0020 9 0.0450 1.4567 71.7 2.3 3528 0.0020 10 0.0500 1.5745 77.5 2.6 3813 0.0015 11 0.0550 1.6720 82.3 2.8 4049 0.0015 12 0.0600 1.7573 86.5 3.1 4256 0.0010 13 0.0650 1.8305 90.1 3.4 4433 0.0010 14 0.0700 1.8833 92.7 3.6 4561 0.0000 15 0.0750 1.9321 95.1 3.9 4679 0.0000 16 0.0800 1.9625 96.6 4.1 4753 0.0005 17 0.0850 1.9971 98.3 4.4 4836 -0.0010 18 0.0900 2.0032 98.6 4.7 4851 -0.0015 19 0.0950 2.0011 98.5 4.9 4846 -0.0015 Knight Piesold Geotechnical Lab.