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SOIL UNIT WEIGHT COHESION PHI SATUF;ATED <br /> 1 121 6000 22.0 1 <br /> 2 132 1000 19.0 1 <br /> 3 90 250 38.0 1 <br /> LE X-ORD Y-ORD RADIUS FACTOR OF SAFETY <br /> 1250.0 425.0 325.0 1.666 <br /> SLICE WEIGHT INCLINATION COHESION WIDTH EFF WEIGHT FHI X YTOF YAOTT MA <br /> 1 17051.6 -1961 1000 22.9 17051.E 19.0 1143.55 123.57 117,93 0,88 <br /> 2 127466,7 -13.3 1000 40.4 127466.7 19.0 1175.18 135.06 108.73 0,93 <br /> 3 245742.5 -6.1 1000 40.4 245742.5 19.0 1215.55 155.19 101.83 0,97 <br /> 4 336726,8 1.0 1000 40.4 336724.8 19.0 1255.92 175.32 100,05 1.00 <br /> 5 400872.4 8.2 1000 40.4 400872,4 19.0 1296.29 195.45 103,31 1,02 <br /> 6 437341.3 15.5 1000 40.4 437341.3 19.0 1336.66 215.58 111.77 1.02 <br /> 7 443788.9 23,1 1000 40,4 443788.9 19,0 1377,03 235.71 125.86 1.00 <br /> 8 415664.0 31.1 1000 40.4 415664,0 19.0 1417.40 255,84 146,43 0.96 <br /> 9 373609.3 40.0 250 41,2 37360 ,3 38.0 1458,19 276,18 175,44 1,07 <br /> 10 -297114.3 50.5 250 41.2 297114.3 38,0 1499.40 296.73 216.61 1.00 <br /> 11 105169.1 62.4 250 32.8 105169.1 38.0 1536.41 307,00 271,40 0,88 <br /> ITERATION INITIAL CALCULATED <br /> 1 1.0000 1,5325 <br /> 2 - '. 1,5325 1.6455 <br /> 3 1.6455 1.6634 <br /> 4 1.6630 1.665E <br /> 5 1,665E 1.6659 <br /> f,�.70k OF SAFETY= 1.67 AT X= 1250 Y= 425 R= 325.0 <br />