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<br />UTEXAS2 - VER. 1.209 - 11/23/87 - SN00009 - (C) 1985 S. G. WRIGHT <br />' Circular search for critical circle <br />Spencer's analysis procedure <br />Forced Failure 15 ft. radius <br />T A B L E N 0 2 0 <br />**********************************+***a*************************** <br />* INFORMATION FOR INDIVIDUAL SLICES (INFORMATION IS FOR CRITICAL <br />* SHEAR SURFACE IN THE CASE OF AN AUTOMATIC SEARCH) <br />*********.********r***********,r,r********************************** <br />SLICE SLICE MATL. FRICTION PORE <br />N0. X Y WEIGHT TYPE COHESION ANGLE PRESSURE <br /> 88.0 68.0 <br />1 68.3 67.7 33.7 2 .00 35.00 .0 <br /> 88.5 67.5 <br />2 88.8 67.2 106.0 2 .00 35.00 .0 <br /> 89.1 67.0 <br />3 89.4 66.8 183.9 2 .00 35.00 .0 <br /> 89.7 66.6 <br />4 90.0 66.3 266.8 2 .00 35.00 .0 <br /> 90.3 66.1 <br />5 90.6 65.9 353.6 2 .00 35.00 .0 <br /> 90.9 65.8 <br />6 91.3 65.6 443.4 2 .00 35.00 .0 <br /> 91.6 65.9 <br />7 91.9 65.2 535.2 2 .00 35.00 .0 <br /> 92.2 65.1 <br />8 92.6 64.9 628.0 2 .00 35.00 .0 <br /> 92.9 64.8 <br />9 93.3 69.7 720.9 2 .00 35.00 .0 <br /> 93.6 64.6 <br />1(I 94.0 64.9 812.7 2 .00 35.00 .0 <br /> 94.3 64.3 <br />17. 94.7 64.3 902.5 2 .00 35.00 .0 <br /> 95.1 64.2 <br />12 95.9 64.1 989.3 2 .00 35.00 .0 <br /> 95.8 64.0 <br />13 95.9 64.0 302.6 2 .00 35.00 .0 <br /> 96.0 64.0 <br />19 96.4 69.0 1092.6 2 .00 35.00 .0 <br /> 96.7 63.9 <br />1..°i 97.1 63.9 1163.5 2 .00 35.00 .0 <br /> 97.5 63.9 <br />16 97.7 63.9 866.0 2 .00 35.00 .0 <br /> 98.0 63.9 <br />17 98.9 63.9 1270.5 2 .00 35.00 .0 <br /> 98.7 63.9 <br />1H 99.1 63.9 1323.6 2 .00 35.00 .0 <br /> 99.5 63.9 <br />