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Test Readings for e ' Horizontal Shear Vertical Def.Dial Load Load Strain Stress Def.Dial No. in. Dial lbs. % psf in. 27 0.1350 1.2820 63.1 7.0 3108 0.0000 28 0.1400 1.2779 62.9 7.3 3098 0.0000 29 0.1450 1.2738 62.7 7.5 3088 0.0005 30 0.1500 1.2677 62.4 7.8 3073 0.0005 31 0.1550 1.2576 61.9 8.0 3049 0.0010 32 0.1600 1.2494 61.5 8.3 3029 0.0010 33 0.1650 1.2413 61.1 8.5 3009 0.0010 34 0.1700 1.2352 60.8 8.8 2994 0.0015 35 0.1750 1.2291 60.5 9.1 2980 0.0015 36 0.1800 1.2271 60.4 9.3 2975 0.0020 37 0.1850 1.2291 60.5 9.6 2980 0.0020 38 0.1900 1.2332 60.7 9.8 2989 0.0025 39 0.1950 1.2373 60.9 10.1 2999 0.0025 40 0.2000 1.2373 60.9 10.4 2999 0.0030 41 0.2050 1.2413 61.1 10.6 3009 0.0030 42 0.2100 1.2413 61.1 10.9 3009 0.0030 43 0.2150 1.2454 61.3 11.1 3019 0.0035 44 0.2200 1.2494 61.5 11.4 3029 0.0035 45 0.2250 1.2515 61.6 11.7 3034 0.0040 46 0.2300 1.2535 61.7 11.9 3039 0.0040 47 0.2350 1.2576 61.9 12.2 3049 0.0040 48 0.2400 1.2576 61.9 12.4 3049 0.0045 49 0.2450 1.2576 61.9 12.7 3049 0.0045 50 0.2500 1.2576 61.9 13.0 3049 0.0050 51 0.2550 1.2576 61.9 13.2 3049 0.0050 52 0.2600 1.2596 62.0 13.5 3054 0.0050 53 0.2650 1.2576 61.9 13.7 3049 0.0050 54 0.2700 1.2535 61.7 14.0 3039 0.0050 55 0.2750 1.2515 61.6 14.2 3034 0.0055 56 0.2800 1.2454 61.3 14.5 3019 0.0055 57 0.2900 1.2413 61.1 15.0 3009 0.0055 58 0.2950 1.2373 60.9 15.3 2999 0.0060 59 0.3000 1.2373 60.9 15.5 2999 0.0060 60 0.3050 1.2373 60.9 15.8 2999 0.0060 61 0.3100 1.2352 60.8 16.1 2994 0.0060 62 0.3150 1.2352 60.8 16.3 2994 0.0060 63 0.3200 1.2352 60.8 16.6 2994 0.0060 64 0.3250 1.2332 60.7 16.8 2989 0.0065 65 0.3300 1.2373 60.9 17.1 2999 0.0065 66 0.3350 1.2352 60.8 17.4 2994 0.0065 67 0.3400 1.2373 60.9 17.6 2999 0.0065 68 0.3500 1.2332 60.7 18.1 2989 0.0065 69 0.3550 1.2373 60.9 18.4 2999 0.0065 70 0.3600 1.2393 61.0 18.7 3004 0.0065 71 0.3650 1.2413 61.1 18.9 3009 0.0070 72 0.3700 1.2454 61.3 19.2 3019 0.0070 73 0.3750 1.2454 61.3 19.4 3019 0.0070 Knight Piesold Geotechnical Lab.