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<br />UTE~XAS2 - 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 30 ft. radius <br />TABLE N0. 20 <br />**i~**a**************a************,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 />NO. X Y WEIGHT TYPE COHESION ANGLE PRESSURE <br /> 86.7 48.3 <br />23 87.5 48.4 4070.9 3 5000.00 45.00 718.3 <br /> 88.3 98.6 <br />24 89.0 48.8 4233.4 3 5000.00 45.00 710.2 <br /> 89.8 49.0 <br />25 90.5 49.2 4357.5 3 5000.00 45.00 697.0 <br /> 91.3 99.4 <br />26 92.0 49.7 4442.3 3 5000.00 45.00 678.6 <br /> 92.8 49.9 <br />27 93.5 50.2 4487.2 3 5000.00 45.00 655.2 <br /> 94.2 50.5 <br />28 94.9 50.9 4492.5 3 5000.00 95.00 626.7 <br /> 95.6 51.2 <br />29 95.8 51.3 1121.5 3 5000.00 45.00 607.0 <br /> 96.0 51.4 <br />30 96.7 51.8 4434.8 3 5000.00 45.00 584.3 <br /> 97.4 52.2 <br />31 98.0 52.6 4336.1 3 5000.00 45.00 544.9 <br /> 98.7 53.0 <br />32 99.3 53.5 4203.4 3 5000.00 45.00 500.8 <br /> 100.0 53.9 <br />33 100.0 53.9 32.4 3 5000.00 45.00 477.4 <br /> 100.0 53.9 <br />34 100.6 54.4 3953.6 3 5000.00 45.00 451.7 <br /> 101.2 54.9 <br />3-`i 101.8 55.4 3606.3 3 5000.00 45.00 398.6 <br /> 102.4 55.9 <br />3fi 103.0 56.5 3255.0 3 5000.00 45.00 341.1 <br /> 103.5 57.0 <br />3") 104.1 57.6 2903.8 3 5000.00 45.00 279.5 <br /> 104.6 58.2 <br />38 105.1 58.8 2556.7 3 5000.00 45.00 214.0 <br /> 105.6 59.4 <br />39 105.9 59.7 1114.4 3 5000.00 45.00 163.3 <br /> 106.1 60.0 <br />40 106.5 60.6 2075.2 2 .00 35.00 109.8 <br /> 107.0 61.3 <br />