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Test Readings • Specimen • <br /> Horizontal Shear <br /> Def.Dial Load Load Strain Stress <br /> No. in. Dial lbs. % psf <br /> 29 0.3836 1026.000 1025.0 4.8 2306 <br /> 30 0.3985 1056.000 1055.0 5.0 2374 <br /> 31 0.4208 1088.000 1087.0 5.3 2446 <br /> 32 0.4405 1123.000 1122.0 5.5 2525 <br /> 33 0.4601 1143.000 1142.0 5.8 2570 <br /> 34 0.4802 1172.000 1171.0 6.0 2635 <br /> 35 0.5000 1202.000 1201.0 6.3 2702 <br /> 36 0.5207 1226.000 1225.0 6.5 2756 <br /> 37 0.5408 1237.000 1236.0 6.8 2781 <br /> 38 0.5607 1266.000 1265.0 7.0 2846 <br /> 39 0.5811 1299.000 1298.0 7.3 2921 <br /> 40 0.6009 1343.000 1342.0 7.5 3020 <br /> 41 0.6192 1370.000 1369.0 7.7 3080 <br /> 42 0.6391 1412.000 1411.0 8.0 3175 <br /> 43 0.6593 1446.000 1445.0 8.2 3251 <br /> 44 0.6796 1464.000 1463.0 8.5 3292 <br /> 45 0.6992 1487.000 1486.0 8.7 3344 <br /> 46 0.7196 1521.000 1520.0 9.0 3420 <br /> 47 0.7397 1550.000 1549.0 9.2 3485 <br /> 48 0.7594 1568.000 1567.0 9.5 3526 <br /> 49 0.7799 1604.000 1603.0 9.7 3607 <br /> 50 0.7999 1610.000 1609.0 10.0 3620 <br /> 51 0.8198 1623.000 1622.0 10.2 3650 <br /> 52 0.8398 1651.000 1650.0 10.5 3713 <br /> 53 0.8602 1668.000 1667.0 10.8 3751 <br /> 54 0.8802 1698.000 1697.0 11.0 3818 <br /> 55 0.8994 1729.000 1728.0 11.2 3888 <br /> 56 0.9201 1742.000 1741.0 11.5 3917 <br /> 57 0.9402 1751.000 1750.0 11.8 1 ) <br /> 58 0.9604 1736.000 1735.0 12.0 3904 <br /> 59 0.9807 1758.000 1757.0 12.3 3953 <br /> 60 1.0003 1779.000 1778.0 12.5 4001 <br /> 61 1.0209 1802.000 1801.0 12.8 4052 <br /> 62 1.0408 1814.000 1813.0 13.0 4079 <br /> 63 1.0595 1810.000 1809.0 13.2 4070 <br /> 64 1.0799 1818.000 1817.0 13.5 4088 <br /> 65 1.1005 1837.000 1836.0 13.8 4131 <br /> 66 1.1208 1840.000 1839.0 14.0 4138 <br /> 67 1.1414 1799.000 1798.0 14.3 4046 <br /> 68 1.1596 1800.000 1799.0 14.5 4048 <br /> 69 1.1797 1823.000 1822.0 14.7 4100 <br /> 70 1.2000 1839.000 1838.0 15.0 4136 <br /> 71 1.2207 1867.000 1866.0 15.3 4199 <br /> Knight Piesold Geotechnical Lab. <br />