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Test Readllr�i for C <br /> Horizontal Shear Vertical <br /> Def.Dial Load Load Strain Stress Def.Dial <br /> No. in. Dial lbs. % psf in. <br /> 74 0.3700 1.8155 57.6 15.4 1823 -0.0110 <br /> 75 0.3750 1.8028 57.1 15.6 1810 -0.0110 <br /> 76 0.3800 1.7839 56.5 15.8 1791 -0.0110 <br /> 77 0.3850 1.7713 56.1 16.0 1778 -0.0110 <br /> 78 0.3900 1.7586 55.7 16.2 1766 -0.0110 <br /> 79 0.3950 1.7460 55.3 16.4 1753 -0.0110 <br /> 80 0.4000 1.7334 54.9 16.6 1740 -0.0115 <br /> 81 0.4050 1.7207 54.5 16.8 1728 -0.0115 <br /> 82 0.4100 1.7081 54.1 17.0 1715 -0.0115 <br /> 83 0.4150 1.6955 53.7 17.2 1702 -0.0115 <br /> 84 0.4200 1.6765 53.1 17.5 1683 -0.0115 <br /> 85 0.4250 1.6576 52.5 17.7 1664 -0.0120 <br /> 86 0.4300 1.6386 51.9 17.9 1645 -0.0120 <br /> 87 0.4350 1.6197 51.3 18.1 1626 -0.0120 <br /> 88 0.4400 1.6008 50.7 18.3 1607 -0.0120 <br /> 89 0.4450 1.5913 50.4 18.5 1598 -0.0120 <br /> 90 0.4500 1.5818 50.1 18.7 1588 -0.0120 <br /> 91 0.4550 1.5629 49.5 18.9 1569 -0.0120 <br /> 92 0.4600 1.5502 49.1 19.1 1556 -0.0120 <br /> 93 0.4650 1.5376 48.7 19.3 1544 -0.0120 <br /> 94 0.4700 1.5218 48.2 19.5 1528 -0.0120 <br /> 95 0.4750 1.5060 47.7 19.7 1512 -0.0120 <br /> 96 0.4800 1.4934 47.3 20.0 1499 -0.0120 <br /> 97 0.4850 1.4839 47.0 20.2 1490 -0.0125 <br /> 98 0.4900 1.4745 46.7 20.4 1480 -0.0125 <br /> 99 0.4950 1.4618 46.3 20.6 1468 -0.0125 <br /> Knight Piesold Geotechnical Lab. <br />