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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 failure above embankment, 15 ft. radius <br />TABLE NO. 25 <br />********************************************* <br />* FINAL RESULTS FOR SHEAR SURFACE (CRITICAL <br />* SURFACE IN CASE OF A SEARCH) <br />****************************************r**** <br />SPENCER'S PROCEDURE USED TO COMPUTE FACTOR OF SAFETY <br />FACTOR OF SAFETY = 2.730 SIDE FORCE INCLINATION = 17.98 DEGREES <br />VALUES AT RIGHT SIDE OF SLICE <br />SLICE <br />NO. X-RIGHT <br />Y-COORD. OF FRACTION SIGMA SIGMA <br />SIDE SIDE FORCE OF AT AT <br />FORCE LOCATION HEIGHT TOP BOTTOM <br />1 91.8 53. 71.1 .275 -17.3 116.1 <br />2 92.5 193. 70.9 .205 -69.8 251.3 <br />3 93.2 398. 70.8 .190 -107.9 359.8 <br />4 94.0 648. 70.7 .184 -139.6 450.6 <br />5 94.7 926. 70.7 .179 -166.6 526.6 <br />6 95.5 1217. 70.7 .175 -189.7 589.2 <br />7 96.0 1427. 70.7 .172 -204.0 626.7 <br />8 96.8 1709. 70.7 .169 -220.4 667.9 <br />9 97.5 1969. 70.8 .166 -233.1 697.2 <br />10 98.0 2118. 70.8 .164 -239.3 710.0 <br />11. 98.8 2326. 71.0 .161 -246.3 721.9 <br />12 99.5 2492. 71.1 .158 -249.9 723.9 <br />13 100.0 2573. 71.2 .158 -251.0 729.3 <br />19 100.8 2659. 71.4 .164 -249.8 741.0 <br />15~ 101.5 2691. 71.6 .172 -244.4 749.6 <br />16 102.2 2676. 71.9 .180 -235.3 747.8 <br />17 103.0 2616. 72.1 .188 -223.9 737.0 <br />18 103.7 2519. 72.4 .196 -209.3 718.4 <br />19 104.4 2388. 72.8 .204 -193.7 693.1 <br />20 105.0 2231. 73.1 .212 -177.0 662.1 <br />21. 105.7 2052. 73.5 .219 -159.7 626.5 <br />22' 106.3 1857. 73.9 .227 -192.2 587.0 <br />23 106.9 1653. 74.3 .239 -124.7 544.5 <br />29 107.5 1945. 74.7 .242 -107.7 999.9 <br />25 108.1 1238. 75.1 .249 -91.5 454.2 <br />26 108.6 1038. 75.6 .256 -76.6 408.4 <br />27 109.1 850. 76.0 .263 -63.6 364.0 <br />28 109.6 677. 76.5 .267 -53.8 323.0 <br />29 110.1 524. 76.9 .265 -49.1 288.5 <br />30 110.2 488. 77.1 .263 -49.1 281.2 <br />31 110.6 331. 77.6 .271 -35.0 222.9 <br />