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<br />UTIiXAS2 - VER. 1.209 - 11/23/87 - SN00004 - (C) 1985 S. G. WRIGHT <br />' Circular search for critical circle <br />Spencer's analysis procedure <br />Forced failure 30 ft, radius <br />TABLE NO. 20 <br />**+*,t**,r****-***************************************************** <br />* TNFORMATION FOR INDIVIDUAL SLICES (INFORMATION IS FOR CRITICAL <br />* SHEAR SURFACE IN THE CASE OF AN AUTOMATIC SEARCH) <br />**************************************************w**************• <br />SLICE SLICE MATL. FRICTION PORE <br />N0. X Y WEIGHT TYPE COHESION ANGLE PRESSURE <br /> 57.9 60.0 <br />1 58.3 59.5 58.6 3 5000.00 45.00 .0 <br /> 58.7 59.0 <br />2 59.2 58.4 245.8 3 5000.00 45.00 37.2 <br /> 59.7 57.8 <br />3 60.3 57.2 450.6 3 5000.00 45.00 110.0 <br /> 60.8 56.7 <br />4 61.4 56.1 665.2 3 5000.00 45.00 179.2 <br /> 62.0 55.6 <br />5 62.6 55.1 886.0 3 5000.00 45.00 244.6 <br /> 63.2 54.6 <br />6 63.8 54.1 1109.3 3 5000.00 45.00 306.2 <br /> 64.4 53.6 <br />7 65.1 53.2 1331.6 3 5000.00 45.00 363.6 <br /> 65.7 52.7 <br />8 66.4 52.3 1549.3 3 5000.00 45.00 416.8 <br /> 67.1 51.9 <br />9 67.7 51.5 1759.1 3 5000.00 45.00 465.6 <br /> 68.4 51.2 <br />10 69.2 50.8 1957.8 3 5000.00 45.00 509.9 <br /> 69.9 50.5 <br />l:l 70.6 50.2 2142.3 3 5000.00 45.00 549.6 <br /> 71.3 49.9 <br />12 72.1 49.6 2309.9 3 5000.00 95.00 584.4 <br /> 72.8 49.4 <br />13 73.6 49.2 2458.1 3 5000.00 45.00 614.5 <br /> 74.3 48.9 <br />14 75.1 98.8 2584.8 3 5000.00 45.00 639.6 <br /> 75.8 98.6 <br />1.5 76.6 98.4 2688.1 3 5000.00 45.00 659.6 <br /> 77.4 48.3 <br />16 78.2 48.2 2766.4 3 5000.00 45.00 674.7 <br /> 79.0 98.1 <br />17 79.5 48.0 1869.2 3 5000.00 45.00 683.7 <br /> 80.0 48.0 <br />16 80.8 48.0 2987.0 3 5000.00 45.00 694.7 <br /> 81.6 47.9 <br /> <br />