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Test : a • fora e <br /> Horizontal Shear Vertical <br /> Def.Dial Load Load Strain Stress Def.Dial <br /> No. in. Dial lbs. % psf in. <br /> 20 0.1000 1.9686 96.9 5.2 4767 -0.0020 <br /> 21 0.1050 1.8813 92.6 5.4 4556 -0.0020 <br /> 22 0.1100 1.8142 89.3 5.7 4394 -0.0015 <br /> 23 0.1150 1.7838 87.8 6.0 4320 -0.0015 <br /> 24 0.1200 1.7573 86.5 6.2 4256 -0.0015 <br /> 25 0.1250 1.7533 86.3 6.5 4246 -0.0015 <br /> 26 0.1300 1.7411 85.7 6.7 4216 -0.0010 <br /> 27 0.1350 1.7370 85.5 7.0 4207 -0.0010 <br /> 28 0.1400 1.7330 85.3 7.3 4197 -0.0010 <br /> 29 0.1450 1.7208 84.7 7.5 4167 -0.0010 <br /> 30 0.1500 1.7147 84.4 7.8 4152 -0.0010 <br /> 31 0.1550 1.7086 84.1 8.0 4138 -0.0010 <br /> 32 0.1600 1.7025 83.8 8.3 4123 -0.0010 <br /> 33 0.1650 1.6984 83.6 8.5 4113 -0.0010 <br /> 34 0.1700 1.6883 83.1 8.8 4089 0.0005 <br /> 35 0.1750 1.6761 82.5 9.1 4059 -0.0010 <br /> 36 0.1800 1.6680 82.1 9.3 4039 0.0005 <br /> 37 0.1850 1.6598 81.7 9.6 4020 0.0005 <br /> 38 0.1900 1.6517 81.3 9.8 4000 0.0005 <br /> 39 0.1950 1.6415 80.8 10.1 3975 0.0005 <br /> 40 0.2000 1.6395 80.7 10.4 3970 0.0005 <br /> 41 0.2050 1.6314 80.3 10.6 3951 0.0000 <br /> 42 0.2100 1.6294 80.2 10.9 3946 0.0000 <br /> 43 0.2150 1.6233 79.9 11.1 3931 0.0000 <br /> 44 0.2200 1.6192 79.7 11.4 3921 0.0000 <br /> 45 0.2250 1.6192 79.7 11.7 3921 0.0000 <br /> 46 0.2300 1.6151 79.5 11.9 3911 0.0000 <br /> 47 0.2350 1.6111 79.3 12.2 3902 0.0000 <br /> 48 0.2400 1.6090 79.2 12.4 3897 0.0005 <br /> 49 0.2450 1.6029 78.9 12.7 3882 0.0005 <br /> 50 0.2500 1.5948 78.5 13.0 3862 0.0005 <br /> 51 0.2550 1.5948 78.5 13.2 3862 0.0005 <br /> 52 0.2600 1.5908 78.3 13.5 3852 0.0005 <br /> 53 0.2650 1.5867 78.1 13.7 3843 0.0010 <br /> 54 0.2700 1.5826 77.9 14.0 3833 0.0010 <br /> 55 0.2750 1.5806 77.8 14.2 3828 0.0010 <br /> 56 0.2800 1.5786 77.7 14.5 3823 0.0010 <br /> 57 0.2850 1.5745 77.5 14.8 3813 0.0010 <br /> 58 0.2900 1.5745 77.5 15.0 3813 0.0010 <br /> 59 0.2950 1.5745 77.5 15.3 3813 0.0010 <br /> 60 0.3000 1.5745 77.5 15.5 3813 0.0010 <br /> 61 0.3050 1.5704 77.3 15.8 3803 0.0010 <br /> 62 0.3100 1.5664 77.1 16.1 3793 0.0010 <br /> 63 0.3150 1.5623 76.9 16.3 3783 0.0010 <br /> 64 0.3200 1.5583 76.7 16.6 3774 0.0015 <br /> 65 0.3250 1.5583 76.7 16.8 3774 0.0015 <br /> 66 0.3300 1.5542 76.5 17.1 3764 0.0015 <br /> Knight Piesold Geotechnical Lab. <br />