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• <br />APPENDIX N <br />Rotational Equilibrium Analysis of Multilayer Embankments <br />Waste Rock Disposal Site <br />FINAL 4 C STAUILIfY <br />NU MtlEH OF CASES 711 UE ANALYZED I <br />CASE NUMtlER I <br /> NUMBER OF tlUUNDAR <br />t LINES• 3 _ _ _ <br /> _ <br />NU Ml1EB nF VUIHTS UN UIIU NDARY LINES A17EI 4 5 4 <br /> _ UN UOU NUARY LItlE N11. h POINC NU. ANO CIXIHDI NATES AREI <br />~ __ _ _ __ <br /> I O.ll IOO. <br />OW 2 55.000 40.000 7 117.000 30.000 4 250.000 25.000 <br /> UN tlUUN DA RY LINE NU. 2 PU IN7 NU. AN lXl ~ <br /> <br />I U.0 105.000 2 30.000 85.000 3 <br />70.000 <br />60.000 4 100.000 _ <br />50.000 5 1e5. 000 <br /> l1N UOUNUA HY L <br />INE :IU. 3•PO INT '!u. AND Cl%1RDINATES AREA __ _ ___ ___.___ <br /> _ <br />I30.000 BS. 000 2 55.000 85.000 I 165.000 50.000 4 250.000 50.000 <br /> LINE Nll. ANO dLl1PE OF EACH SEGMENT AREI <br /> <br />I -1.091 -0.172 -0.O7e _ <br /> 2 -0.667 -0.625 -0.333 0.0 <br /> _____3___.0.0 ___0.318 0.0 <br />• FUR RA D. Cl1NT. ZONE N0. I RADIUS DECREMEN'f• <br />LINE NU.= I BEGIN PT. NU.= I END PT. N0. 0.0 <br />= 4 NU. OF CIRCL ES• 5 DECREMENT Nll. FUR INITIAL R <br /> SAIL NU. COMES ION F. ANGLE UNIT Ni. <br /> I J.0 25.000 125.000 <br />-- <br />- - -- ~ __ __.__.__.____ __ <br /> 2 <br />0.0 J0.000 125.000 <br /> NSPG• 0 NSRCH• 1 Nu. OF SLICES• 10 Nll. DF A00. RAD II. 3 5 E1~MIC COF FF.• 0.0 u1 N_ nEEIH nF Tu IFCr 51 ICF• <br /> NU. l7F CE NTERB TU UE ANALYZED= I <br /> POINT=( 125.000, ISO. 000) %INC• 10.000 YINC• 10.000 <br /> •••+nA NNI NG AT NE%T CENI'ER••*• AC RAUIUS CUN TRl1L ZONE NU. I.MA%IM UM RADINS Ic I lNt iFn 8y T HE FN^ P11}NI 1)F GRl)UND.ll NE <br /> AI' Pl)!Nf ( 125. OOU, IbU. 0001 UNDER SEEPAGE I,THE RADIUS AND INE CU HHES PONDING FACTiIR OF SAFETY AHEI <br /> I15._IOJ 1._375 107.683 1_,731__ _ C90~5.L _.__1..9.92 92.831 ' L.401 __ _-__ .__ <br /> LUnEST FADfUR OF SAFETY= 1.731 AND UCCUNS A'C RAOI JS • 107.683 <br />~,T -PO iNTT135. 000, IiU. 000) UNDEd SEEPAGE 1,7HE RADIUS ANO CHE CU RHES N)NDINU FACTOR OF SAFETY AHEI <br />120. /23 1.984 113.817 1.798 106.912 1.703 100.007 1.931 93.102 <br />LwIE51' FAC CUR uF SAFE'CY• 1.648 AND OCCURS A'f NADIUS 108.638 <br />AC PU [N1' ( 145. ua1, 150.000) UNDER SEEPADE I, CHE RADIUS AND l'HE CU xR ES PONDING FAC'fUR OF SAFETY AREI _____ <br />121.087 2.03tl 114.'115 I.dB3 108.344 1.769 101.972 1.191 95.600 <br />LIIn EST FAG'1lIH OF SAFE'CY• I.l4B AND OCCURS AT NADIUS = 105.158 <br />••••„ARNING AT NE%T CE N'fER*•+• AT RADIUS CONTROL ZONE ND. I,AIAXIMU'd RADIUS IS LIMITED BY THE END POINT l1F GRIIOND LINE <br />AC POInC 1 135. Oat, Ie0.0001 UNDER SEEPAGE I,THE xADIUS AND THE CU Rx ESPONDING FACTOR OF SAFETY AREI <br />129.035 1.970 122.037 1.778 115.039 1.742 108.041 1.909 101.043 <br />_ _ _ LUn ESC FACfUH uF SAFETY• 1.730 AND OCCU HS AT_NADIUS =___ 116, ig'L _._ ___ _ ___ __ _ _ <br />Af PUIN'f ( 135.000, 140.000) UNOEd SEEPAGE I,THE RADIUS AND THE CII RNES PONDING FACTOR OF SAFgC~ARE-__ -- <br />110.729 1.952 103.917 1.764 97.104 1.703 90.292 1.902 83.480 <br />LllaES'C FACfl1R OF SAFE CY• 1.703 AND OCCURS AT NADIUS • 97.104 <br />• AC PUNT ( 137.500, 150.000) UN DEN SEEPAGE I,THE RADIUS AND THE CU RHESPON0I NU FACTl1R OF SAFETY AREI <br />120. d1d 1.985 114,042 I.B04 107 270 1715 100.498 I.BeO --93.]jC- <br />~UdESi FACCUH OF SAFE fY= 1.715 AND OCCU NS AT NADIUS • 107.270 <br /> <br />