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FACTOR OF SAFETY= 1.70 AT X= 1200 Y= 475 R= 375.0 <br /> FACTOR OF SAFETY: 1,67 AT X= 1225 Y= 475 R= 375.0 0 <br /> FACTOR OF SAFETY= 1,68 AT X= 1250 Y= 475 R= 375,0 <br /> FACTOR OF SAFETY= 1.70 AT X= 1275 Y= 475 R= 375.0 <br /> FACTOR OF SAFETY= 1.75 AT X= 1300 Y= 475 R= 375,0 <br /> "OR OF SAFETY= 1.74 AT X= 1200 Y= 425 R= 325.0 <br /> �m.TOR OF SAFETY= 1.68 AT X= 1225 Y= 425 R= 325.0 <br /> FACTOR OF SAFETY= 1,67 AT X= 1250 Y= 425 R= 325,0 <br /> FACTOR OF SAFETY= 1.69 AT X= 1275 Y= 425 R= 325,0 <br /> FACTOR OF SAFETY= 1.74 AT X= 1300 Y= 425 R= 325.0 <br /> FACTOR OF SAFETY= 1.79 AT X= 1200 Y= 375 R= 275.0 <br /> FACTOR OF SAFETY= 1.73 AT X= 1225 Y= 375 R= 275.0 <br /> FACTOR OF SAFETY= 1.70 AT X= 1250 Y= 375 R= 275.0 <br /> FACTOR OF SAFETY= 1.71 AT X= 1275 Y= 375 R= 275.0 <br /> FACTOR OF SAFETY= 1,76 AT X= 1300 Y= 375 R= 275.0 <br /> SAFETY FACTORS FOR CIRCLES TANGENT TO ELEVATION 100 <br /> Y-ORDVX-ORD 1200 1225 1250 1275 1300 <br /> 475 1,100 1,671 1,676 1,698 1,?51 <br /> 425 1.742 1.681 1.666 1.692 1,736 <br /> 375 1.795 1,734 1.705 1.711 1,761 <br /> SUTEY WASTE PILE-CONSOLIDATION ANALYSIS 8-9-84 NCS 1028-013 <br /> UN�Nso�lOATfD FOUNOA'i�oN <br /> WATER UNIT WEIGHT= 62.4 EARTHQUAKE= 0 c <br /> (� 19 <br /> SUIT. CENCE AT 0 FROM 0 TO 0 G= i000 Psf <br /> INT X-ORD Y-ORD PS <br /> 1 10,00.00 50.00 <br /> 2 1645.00 135,00 <br /> 3 0.00 100.00 <br /> 4 1000.00 1(K1.00 <br /> 5 106-5.00 110.00 <br /> 6 1075.00 115.00 <br /> 7 1155.00 16.00 <br /> 8 1645,00 185,00 <br /> 9 1520.00 307.00 <br /> 10 19(X).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 10 3 <br /> SCQL UNIT WEIGHT COHESION PHI SATURATED <br /> 1 121 6000 22.0 1 <br /> 2 132 1000 19.0 1 <br /> 90 250 38.0 1 <br /> CIRCLE X-ORD Y-ORD RADIUS FACTOR OF SAFETY <br /> 1200,0 475.0 380.0 1,700 <br /> F4'71% OF SAFETY= 1.70 AT X= 1200 Y= 47S R= 380.0 <br />