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<br />• <br />UTEXAS2 - 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 20 ft. radius <br />TABLE N0. 20 <br />***********************,r*****+**,r,r*********,r*************,rr****,r** <br />* INFORMATION FOR INDIVIDUAL SLICES (INFORMATION IS FOR CRITICAL * <br />* SHEAR SURFACE IN THE CASE OF AN AUTOMATIC SEARCH) <br />SLICE SLICE MATL. FRICTION PORE <br />N0. X Y WEIGHT TYPE COHESION ANGLE PRESSURE <br /> 100.9 60.0 <br />23 101.4 60.2 2166.8 2 .00 35.00 93.5 <br /> 101.9 60.5 <br />24 102.3 60.8 2047.8 2 .00 35.00 68.6 <br /> 102.8 61.0 <br />25 103.2 61.3 1921.7 2 .00 35.00 40.5 <br /> 103.6 61.6 <br />26 104.0 61.9 1428.7 2 .00 35.00 12.8 <br /> 109.3 62.1 <br />27 104.7 62.5 1682.3 2 .00 35.00 .0 <br /> 105.1 62.8 <br />28 105.5 63.1 1543.7 2 .00 35.00 .0 <br /> 105.9 63.5 <br />29 106.3 63.9 1403.4 2 .00 35.00 .0 <br /> 106.7 64.2 <br />30 107.0 64.6 1262.9 2 .00 35.00 .0 <br /> 107.4 65.0 <br />31 107.7 65.4 1123.5 2 .00 35.00 .0 <br /> 108.0 65.8 <br />32 108.3 66.3 986.9 2 .00 35.00 .0 <br /> 108.6 66.7 <br />33 108.9 67.1 854.3 2 .00 35.00 .0 <br /> 109.2 67.6 <br />34 109.5 68.0 727.2 2 .00 35.00 .0 <br /> 109.7 68.5 <br />35 110.0 69.0 606.9 2 .00 35.00 .0 <br /> 110.2 69.4 <br />36 110.4 69.9 494.6 2 .00 35.00 .0 <br /> 110.6 70.4 <br />37 110.8 70.9 391.5 2 .00 35.00 .0 <br /> 111.0 71.4 <br />38 111.1 71.9 298.6 2 .00 35.00 .0 <br /> 111.3 72.4 <br />39 111.4 72.9 216.8 2 .00 35.00 .0 <br /> 111.6 73.4 <br />40 111.7 73.9 197.0 2 .00 35.00 .0 <br /> 111.8 74.4 <br />