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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 fa ilure above embankment, 15 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 SEAR CH) <br /> <br />SLICE SLICE MATL. FRICTION PORE <br />NO. X Y WEIGHT TYPE COHESION ANGLE PRESSURE <br /> 106.3 72.1 <br />23 106.6 72.3 543.6 2 .00 35.00 .0 <br /> 106.9 72.5 <br />24 107.2 72.8 488.8 2 .00 35.00 .0 <br /> 107.5 73.0 <br />25 107.6 73.3 433.4 2 .00 35.00 .0 <br /> 108.1 73.5 <br />26 108.4 73.8 378.2 2 .00 35.00 .0 <br /> 108.6 74.1 <br />27 108.9 79.3 323.8 2 .00 35.00 .0 <br /> 109.1 74.6 <br />28 109.4 74.9 271.0 2 .00 35.00 .0 <br /> 109.6 75.2 <br />29 109.8 75.5 220.5 2 .00 35.00 .0 <br /> 110.1 75.6 <br />30 110.1 75.9 49.2 2 .00 35.00 .0 <br /> 110.2 76.0 <br />31 110.4 76.3 162.6 1 .00 15.00 .0 <br /> 110.6 76.6 <br />32 110.8 77.0 122.0 1 .00 15.00 .0 <br /> 110.9 77.3 <br />33 111.1 77.7 85.5 1 .00 15.00 .0 <br /> 111.3 78.0 <br />39 111.4 78.4 53.6 1 .00 15.00 .0 <br /> 111.6 78.7 <br />35 111.7 79.1 26.7 1 .00 15.00 .0 <br /> 111.8 79.9 <br />36 111.9 79.7 5.7 1 .00 15.00 .0 <br /> 112.0 80.0 <br />