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Test : 1 # • # " �Imen # <br /> Horizontal Shear Vertical <br /> Def.Dial Load Load Strain Stress Def.Dial <br /> No. in. Dial lbs. % psf in. <br /> 74 0.3750 1.7874 56.8 15.6 1806 -0.0090 <br /> 75 0.3800 1.7780 56.5 15.8 1797 -0.0090 <br /> 76 0.3850 1.7717 56.3 16.0 1790 -0.0090 <br /> 77 0.3900 1.7622 56.0 16.2 1781 -0.0090 <br /> 78 0.3950 1.7559 55.8 16.4 1774 -0.0090 <br /> 79 0.4000 1.7528 55.7 16.7 1771 -0.0090 <br /> 80 0.4050 1.7465 55.5 16.9 1765 -0.0095 <br /> 81 0.4100 1.7402 55.3 17.1 1759 -0.0095 <br /> 82 0.4150 1.7339 55.1 17.3 1752 -0.0095 <br /> 83 0.4200 1.7339 55.1 17.5 1752 -0.0095 <br /> 84 0.4250 1.7276 54.9 17.7 1746 -0.0095 <br /> 85 0.4300 1.7276 54.9 17.9 1746 -0.0100 <br /> 86 0.4350 1.7213 54.7 18.1 1739 -0.0100 <br /> 87 0.4400 1.7182 54.6 18.3 1736 -0.0100 <br /> 88 0.4450 1.7150 54.5 18.5 1733 -0.0100 <br /> 89 0.4500 1.7087 54.3 18.7 1727 -0.0100 <br /> 90 0.4550 1.7024 54.1 18.9 1720 -0.0100 <br /> 91 0.4600 1.6961 53.9 19.2 1714 -0.0105 <br /> 92 0.4650 1.6961 53.9 19.4 1714 -0.0105 <br /> 93 0.4700 1.6898 53.7 19.6 1708 -0.0105 <br /> 94 0.4750 1.6836 53.5 19.8 1701 -0.0110 <br /> 95 0.4800 1.6773 53.3 20.0 1695 -0.0110 <br /> 96 0.4850 1.6773 53.3 20.2 1695 -0.0110 <br /> 97 0.4900 1.6710 53.1 20.4 1689 -0.0110 <br /> 98 0.4950 1.6647 52.9 20.6 1682 -0.0110 <br /> Knight Piesold Geotechnical Lab. <br />