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'�.31TEY WASTE PILE-FOUNDATION FAILLE 1028-013 8-10-84 NCS <br /> WATER UNIT WEIGHT= 62.4 EARTHOUAKE= .05 <br /> SJUIERGENCE AT 0 FROM 0 TO 0 <br /> ,U1NT X-ORD Y-ORD <br /> 1 1000.00 50.00 <br /> 2 1645.00 135.00 <br /> 3 0.00 100.00 <br /> 4 1000.00 100.00 <br /> 5 1065.00 110.00 <br /> 6 1075.00 115,00 <br /> 7 11155.00 125.00 <br /> 8 1645.00 185,00 <br /> 9 1520.00 307,00 <br /> 10 1900.00 307.00 <br /> LINE LEFT RIGHT SOIL <br /> 1 1 2 1 <br /> 2 3 4 2 <br /> 3 4 5 2 <br /> 4 5 6 2 <br /> 5 6 7 2 <br /> 6 7 8 2 <br /> 7 7 9 3 <br /> 8 9 i0 .3 <br /> SOIL UNIT WEIGHT COHESION PHI SATURATED <br /> 1 121 6000 22.0 1 <br /> 132 1900 11.0 1 <br /> 90 250 38.0 1 <br /> CIRCLE X-ORD Y-MD RADIUS FACTOR OF SAFETY <br /> 1300.0 450.0 355,0 1.354 <br /> SLICE WEIGHT INCLINATION COHESION WIDTH EFF WEIGHT PHI X YTOP YIOTT MA <br /> 1 19.5 -23.9 250 0.7 19.5 38.0 1156.36 125,68 125.36 0.68 <br /> 2 107245,3 -19.9 1900 45.1 107245.3 11.0 1179,24 137,09 116,17 0.89 <br /> 3 266,fil.3 -12.3 1900 45.1 286399,3- 11.0 1224.34 159.57 103.16 0.95 <br /> 4 428806.0 -5.0 1900 45.1 428M4.0 11.0 1269,43 182.06 96.32 0.98 <br /> 5 536591.9 2.3 1900 45.1 536591.9 11.0 1314.52 204.54 95.30 1.01 <br /> 6 610060,3 9,7 1900 45,1 610060.3 11.0 1359,61 227,03 100.04 1,01 <br /> 7 647771,9 17.2 1900 45.1 647771.9 11,0 1404,70 249,51 110.79 1400 <br /> 6 646146,8 25.0 1900 45.1 646146.1 11.0 1449,80 271.99 128.15 0,97 <br /> 9 598287.3 33.4 1900 45,1 598287/3 11.0 1494.89 294,48 153.28 0,91 <br /> 10 31402.5 38.0 250 2.6 31402.5 38.0 1518.72 306,36 170.38 1,14 <br /> 11 380451.1 42.1 250 35.0 360451.1 38.0 1537.49 307,00 186,14 1.13 <br /> 12 266212,4 50.3 250 35.0 266212.4 38.0 1572.46 V7.00 222.43 1.08 <br /> 13 10&407.1 60.5 250 35.0 108607.1 38.0 1607.44 307.00 272.50 0.99 <br /> ITERATION INITIAL CALCULATED <br /> 1 1.0000 1,3002 , <br /> 2 1,3D02 1.3474 <br /> 3 1,3474 1.3535 <br /> 4 1.3535 1.3543 <br /> FACTOR OF SAFETY= 1.35 AT X= 1300 Y= 450 R= 355.0 <br />