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Test Readioos for Specimen <br /> Horizontal Shear Vertical <br /> Def.Dial Load Load Strain Stress Def.Dial <br /> No. in. Dial lbs. % psf in. <br /> 27 0.1350 2.5732 81.6 5.6 2584 -0.0110 <br /> 28 0.1400 2.5290 80.2 5.8 2539 -0.0110 <br /> 29 0.1450 2.4817 78.7 6.0 2492 -0.0110 <br /> 30 0.1500 2.4469 77.6 6.2 2457 -0.0105 <br /> 31 0.1550 2.4153 76.6 6.4 2425 -0.0105 <br /> 32 0.1600 2.3932 75.9 6.7 2403 -0.0105 <br /> 33 0.1650 2.3775 75.4 6.9 2387 -0.0100 <br /> 34 0.1700 2.3711 75.2 7.1 2381 -0.0100 <br /> 35 0.1750 2.3617 74.9 7.3 2371 -0.0100 <br /> 36 0.1800 2.3522 74.6 7.5 2362 -0.0100 <br /> 37 0.1850 2.3459 74.4 7.7 2355 -0.0100 <br /> 38 0.1900 2.3396 74.2 7.9 2349 -0.0100 <br /> 39 0.1950 2.3301 73.9 8.1 2339 -0.0095 <br /> 40 0.2000 2.3080 73.2 8.3 2317 -0.0095 <br /> 41 0.2050 2.3017 73.0 8.5 2311 -0.0095 <br /> 42 0.2100 2.2891 72.6 8.7 2298 -0.0095 <br /> 43 0.2150 2.2796 72.3 8.9 2289 -0.0095 <br /> 44 0.2200 2.2701 72.0 9.1 2279 -0.0095 <br /> 45 0.2250 2.2638 71.8 9.4 2273 -0.0090 <br /> 46 0.2300 2.2512 71.4 9.6 2260 -0.0090 <br /> 47 0.2350 2.2291 70.7 9.8 2238 -0.0090 <br /> 48 0.2400 2.2133 70.2 10.0 2222 -0.0090 <br /> 49 0.2450 2.2007 69.8 10.2 2209 -0.0090 <br /> 50 0.2500 2.1817 69.2 10.4 2190 -0.0090 <br /> 51 0.2550 2.1628 68.6 10.6 2171 -0.0095 <br /> 52 0.2600 2.1438 68.0 10.8 2152 -0.0095 <br /> 53 0.2650 2.1280 67.5 11.0 2137 -0.0095 <br /> 54 0.2700 2.1122 67.0 11.2 2121 -0.0095 <br /> 55 0.2750 2.0996 66.6 11.4 2108 -0.0095 <br /> 56 0.2800 2.0807 66.0 11.6 2089 -0.0095 <br /> 57 0.2850 2.0617 65.4 11.8 2070 -0.0095 <br /> 58 0.2900 2.0428 64.8 12.1 2051 -0.0095 <br /> 59 0.2950 2.0302 64.4 12.3 2038 -0.0095 <br /> 60 0.3000 2.0112 63.8 12.5 2019 -0.0095 <br /> 61 0.3050 1.9954 63.3 12.7 2003 -0.0100 <br /> 62 0.3100 1.9796 62.8 12.9 1988 -0.0100 <br /> 63 0.3150 1.9607 62.2 13.1 1969 -0.0100 <br /> 64 0.3200 1.9481 61.8 13.3 1956 -0.0100 <br /> 65 0.3250 1.9323 61.3 13.5 1940 -0.0100 <br /> 66 0.3300 1.9197 60.9 13.7 1927 -0.0100 <br /> 67 0.3350 1.9039 60.4 13.9 1912 -0.0100 <br /> 68 0.3400 1.8912 60.0 14.1 1899 -0.0105 <br /> 69 0.3450 1.8786 59.6 14.3 1886 -0.0105 <br /> 70 0.3500 1.8660 59.2 14.5 1873 -0.0105 <br /> 71 0.3550 1.8533 58.8 14.8 1861 -0.0105 <br /> 72 0.3600 1.8376 58.3 15.0 1845 -0.0105 <br /> 73 0.3650 1.8249 57.9 15.2 1832 -0.0110 <br /> Knight Piesold Geotechnical Lab. <br />