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TABLE 3.9-4 STABILTIY ANALYSIS OF PRELAW DISTURBANCE RECLAMATION <br />REAME, FORTRAN, 5-1-85 COPYRIGHTED BY CIVIL ENGINEERING SOFTWARE CENTER <br />UNIVERSITY OF KENTUCKY, LEXINGTON, KY 40506 <br />HUNGER MINE SITE RECLAIMED CONTOURS AT STN 51+00 WITH COAL BACKFILL <br /> NUMBER OF BOUNDARY LINES= 4 <br /> NUMBER OF POINTS ON BOUNDARY LINES ARE: 5 4 8 9 <br />ON BOUNDARY LINE N0. 1, POINT N0. AND COORDINATES ARE: <br />1 194.000 50.000 2 268.000 50.000 3 375.000 <br />4 403.000 80.000 5 454.000 80.000 <br />ON BOUNDARY LINE N0. 2,POINT N0. AND COORDINATES ARE: <br />1 162.000 33.000 2 185.000 35.000 3 192.000 <br />4 194.000 50.000 <br />ON BOUNDARY LINE NO. 3 POINT N0. AND COORDINATES ARE: <br />1 100.000 25.000 ~ 2 122.000 <br />4 177.000 46.000 5 192.000 <br />7 252.000 100.000 8 264.000 <br />ON BOUNDARY LINE NO. 4,POINT N0. AND <br />1 100.000 25.000 2 120.000 <br />4 250.000 100.000 5 264.000 <br />7 386.000 160.000 8 405.000 <br />N0. OF CIRCLES= 5 ID <br /> LINE NO.= 1 BEGIN PT. NO,= <br /> LINE NO.= 2 BEGIN PT. NO.= <br />LINE NO.= 3 BEGIN PT. NO. <br />SOIL NO. COHESION F, ANGLE <br />1 1300.000 15.000 <br />2 .000 15.000 <br />3 200.000 28.000 <br />THE FACTORS OF SAFETY ARE DETERMINE <br />NSPG= 0 NSRCH= 1 N0. OF SLICES= 10 <br />NO. OF CENTERS TO BE ANALYZED= 2 <br />POINT=( 230.000, 330.000) XINC= <br />CENTER OF CIRCLE SEEPAGE TOTAL N0. <br />X COORD. Y COORD. CASE NO. CIRCLE <br />230.000 330.000 1 <br />220.000 330.000 1 <br />210.000 330.000 1 <br />210.000 340.000 1 <br />210.000 320.000 1 <br />212.500 330.000 1 <br />207.500 330.000 1 <br />205.000 330.000 1 <br />207.500 332.500 1 <br />207.500 335.000 1 <br />210.000 332.500 1 <br />205.000 332.500 1 <br />AT (207.50 0,332.500),RADIUS <br />POINT=( 140.000, 120.000) <br />CENTER OF CIRCLE SEEPAGE <br />X COORD. Y COORD. CASE NO. <br />140.000 120.000 1 <br />130.000 120.000 1 <br />140.000 130.000 1 <br />140.000 110.000 1 <br />142.500 120.000 1 <br />137.500 120.000 1 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />5 <br />30.000 3 <br />46.000 6 <br />106.000 <br />COORDINATES ARE: <br />35.000 3 <br />106.000 6 <br />75.000 <br />46.000 <br />162.000 33.000 <br />194.000 50.000 <br />150 <br />308 <br />162.000 9 454. <br />N0. FOR FIRST CIRCLE= <br />1 END PT. NO.= <br />1 END PT. NO.= <br />000 50.000 <br />000 125.000 <br />000 160.000 <br />= 1 END PT. NO.= 3 <br />UNIT WT. <br />130.000 <br />100.000 <br />125.000 <br />D BY THE SIMPLIFIED BISHOP METHOD <br />N0. OF ADD. RADII= 3 <br />10.000 YINC= 10.000 <br />CRITICAL RADIUS LOWEST WARNING <br />CIR. NO. F. S. <br />5 1 <br />282.500 THE MINIMUM <br />XINC= 10.000 YINC= <br />TOTAL NO. CRITICAL <br />CIRCLE <br />3 <br />3 <br />140.000 122.500 1 <br />140.000 117.500 1 <br />AT (140.000,120.000), RADIUS 88 <br />Mu Vol 1 <br />CIR. NO. <br />280.000 1.544 0 <br />280.000 1.518 0 <br />280.000 1.504 0 <br />290.000 1.507 0 <br />270.000 1.504 0 <br />280.000 1.506 0 <br />280,000 1.503 0 <br />280.000 1.503 0 <br />282.500 1.503 0 <br />285.000 1.503 0 <br />282.500 1.504 0 <br />282.500 1.503 0 <br />FACTOR OF SAFETY IS 1.503 <br />10.000 <br />RADIUS <br />1 88,402 <br />1 89.150 <br />1 96.519 <br />1 78.430 <br />1 86.904 <br />1 88.589 <br />1 90.400 <br />1 85.909 <br />THE MINIMUM FACTOR OF <br />- 15 <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 <br />402 <br />Page <br />LOWEST <br />F. S. <br />1.358 <br />1.532 <br />1.553 <br />1.430 <br />1.397 <br />1.395 <br />1.377 <br />1.382 <br />SAFETY <br />WARNING <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />IS 1.358 <br />12-3-96 <br />