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<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 fa ilure abov e embankment, 20 ft. radius <br />TABLE N0. 20 <br /> <br />* INFORMATION FOR INDIVIDUAL SLICES (INFORMATION IS FOR CRITICAL <br />* SHEAR SURFACE IN THE CASE OF AN AUTOMATIC SEARCH) <br />*********,r** ***,r***********+**** *.*****,t********,t*********rr****** <br />SLICE SLICE MATL. FRICTION PORE <br />N0. X Y WEIGHT TYPE COHES ION ANGLE PRESSURE <br /> 84.9 69.9 <br />1 85.4 64.7 82.2 2 .00 35.00 .0 <br /> 85.9 64.5 <br />2 86.4 64.4 248.9 2 .00 35.00 .0 <br /> 86.9 64.2 <br />3 87.4 64.1 419.1 2 .00 35.00 .0 <br /> 88.0 69.0 <br />4 88.5 63.9 577.3 2 .00 35.00 .0 <br /> 89.0 63.8 <br />5 89.5 63.8 736.0 2 .00 35.00 .0 <br /> 90.1 63.7 <br />6 90.6 63.7 888.4 2 .00 35.00 .0 <br /> 91.1 63.6 <br />7 91.6 63.6 821.0 2 .00 35.00 .0 <br /> 92.0 63.6 <br />8 92.5 63.6 1142.1 2 .00 35.00 .0 <br /> 93.1 63.6 <br />9 93.6 63.7 1268.0 2 .00 35.00 .0 <br /> 94.1 63.7 <br />10 94.7 63.8 1381.7 2 .00 35.00 .0 <br /> 95.2 63.9 <br />11 95.6 63.9 1133.2 2 .00 35.00 .0 <br /> 96.0 64.0 <br />12 96.5 64.1 1544.2 2 .00 35.00 .0 <br /> 97.0 64.2 <br />13 97.6 64.4 1608.1 2 .00 35.00 .0 <br /> 98.1 64.5 <br />14 98.6 64.7 1656.8 2 .00 35.00 .0 <br /> 99.1 64.9 <br />15 99.5 65.1 1567.5 2 .00 35.00 .0 <br /> 100.0 65.2 <br />16 100.5 65.5 1655.2 2 .00 35.00 .0 <br /> 101.0 65.7 <br />17 101.4 65.9 1560.0 2 .00 35.00 .0 <br /> 101.9 66.2 <br />18 102.4 66.9 1457.9 2 .00 35.00 .0 <br /> 102.8 66.7 <br />