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<br />UY'EXAS2 - VER. 1.209 - 11/23/87 - SN00004 - (C) 1985 S. G. WEIGHT <br />' Circular s earch for critical circle <br /> Spencer's analysis procedure <br /> Forced fai lure 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 /> <br />SLICE SLICE MATL. FRICTION PORE <br />N0. X Y WEIGHT TYPE COHESION ANGLE PRESSURE <br /> 106.2 69.4 <br />23 106.6 69.7 890.7 2 .00 35.00 .0 <br /> 106.9 70.1 <br />24 107.3 70.5 775.6 2 .00 35.00 .0 <br /> 107.6 70.9 <br />25 108.0 71.3 663.4 2 .00 35.00 .0 <br /> 108.3 71.8 <br />26 108.6 72.2 555.3 2 .00 35.00 .0 <br /> 108.9 72.6 <br />27 109.2 73.1 452.8 2 .00 35.00 .0 <br /> 109.5 73.5 <br />28 109.8 74.0 357.2 2 .00 35.00 .0 <br /> 110.0 74.5 <br />29 110.3 74.9 269.8 2 .00 35.00 .0 <br /> 110.5 75.4 <br />30 110.6 75.7 124.8 2 .00 35.00 .0 <br /> 110.8 76.0 <br />31 111.0 76.5 151.4 1 .00 15.00 .0 <br /> 111.2 77.0 <br />32 111.3 77.5 93.7 1 .00 15.00 .0 <br /> 111.5 78.0 <br />33 111.6 78.5 46.8 1 .00 15.00 .0 <br /> 111.8 79.0 <br />34 111.9 79.5 11.6 1 .00 15.00 .0 <br /> 112.0 80.0 <br />