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�4,0, OF SAFETY= I A4 AT X= 1300 Y= 350 R= 245.0 V-9 <br /> FACTOR OF SAFETY= 1.72 AT X= 1350 Y= 350 R= 245.0 <br /> FACTOR OF SAFETY= 2,07 AT X= 1200 Y= 300 R= 195.0 <br /> FACTOR OF SAFETY= 1,83 AT X= 1250 Y= 300 R= 195.0 <br /> FACTOR OF SAFETY= 1,79 AT X= 1300 Y= 300 R= 195,0 <br /> FACTOR OF SAFETY= 1,87 AT X= 1350 Y= 300 R= 195.0 <br /> SAFETY FACTORS FOR CIRCLES TANGENT TO ELEVATION 105 <br /> Y-ORDV(-ORD 1200 1250 1300 1350 <br /> 600 1,741 1,666 1,649 1,726 <br /> 550 1.731 1.641 1.628 1.703 <br /> 50,1 1.732 1,620 1.603 1.678 <br /> 450 1.775 1.612 1.595 1.664 <br /> 4VJ 1.847 1.634 1.599 1,675 <br /> 1; 1.935 1.705 1.644 1.716 <br /> 300 2,073 1.829 1,788 1,872 <br /> SLrTEY WASTE PILE-CONSOLIDATION ANALYSIS 8-9-84 NCS 1028-013 <br /> WATER UNIT WEIGHT= 62.4 EAFMAY,E= 0 <br /> SLSkMRvrENCE AT 0 FROM 0 TO 0 <br /> POINT X-ORD Y-ORD <br /> 1 1000.0000 50,00 <br /> 2 11645.00 135.00 <br /> 3 0,00 100.00 <br /> 4 1000.00 160.00 <br /> 5 1065.00 110,00 <br /> 1075.00 115,00 <br /> 7 1155.00 125,00 <br /> 8 1645.00 185,00 <br /> 9 1520.00 307.00 <br /> 10 1900.00 301.0E <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 /> s 6 7 2 <br /> 6 7 8 2 <br /> 7 7 9 3 <br /> 8 9 10 3 <br /> SOIL UNIT WEIPiT COHESION FHI SATURATED <br /> 1 121 6000 22.0 1 <br /> 2 132 1900 1110 1 <br /> 3 90 250 38,0 1 <br /> CIRCLE X-ORD Y-ORD RADIUS FACTOR OF SAFETY <br /> 1300,0 450,0 355.0 1.551 <br /> SLICE WEIGHT INCLINATION COHESION WIDTH EFF WEIGHT PHI X YTOF YBOTT MA <br /> 1 19.5 -23.9 250 0,7 19.5 38.0 1156.36 125.68 125.36 0,71 <br /> 2 107245.3 -1919 1900 45.1 107245.3 11.0 1179#24 137,09 116,17 0,90 <br /> 3 28-6399.3 -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 429806#0 11,0 1269.43 182.06 96.32 0,99 <br /> 5 536591,9 2,3 1900 45.1 536591.9 11.0 1314,52 204,54 95.30 1,00 <br /> A =1AAAA.') v.7 1Or") j5,1 r.1AA4.A 1 11.A 1IrP,A1 9?7 Al 1M.(14 1.01 <br />