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Table 3.9-4 STABILITY 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 ROAD PRESENT CONFIGURATION AT STATION 47+00 <br />NUMBER OF BOUNDARY LINES= 3 <br />NUMBER OF POINTS ON BOUNDARY LINES ARE: 4 7 10 <br />ON BOUNDARY LINE NO. 1,POINT NO. AND COORDINATES ARE: <br />1 93.000 90.000 2 239.000 92.000 3 391.000 135.000 <br />4 468.000 160.000 <br />ON BOUNDARY LINE NO. 2,POINT N0. AND COORDINATES ARE: <br />1 112.000 107.000 2 173.000 107.000 3 222.000 130.000 <br />4 253.000 150.000 5 380.000 189.000 6 429.000 212.000 <br />7 468.000 222.000 , <br />ON BOUNDARY LINE NO. 3,POINT NO. AND COORDINATES ARE: <br />1 93.000 90.000 2 112.000 107.000 3 152.000 130.000_ <br />4 187.000 130.000 5 212.000 150.000 6 224.000 175.000 <br />7 314.000 210.000 8 364.000 220.000 9 396.000 235.000 <br />10 468.000 250.000 <br />• <br />I • <br />NO. OF RADIUS CONTROL ZONES= 1 PRINT ALL CIRCLES= 0 <br />NO. OF SEEPAGE CASES= 1 <br />FOR RAD. CONT. ZONE NO. 1 RADIUS DECREMENT= .000 <br />NO. OF CIRCLES= 5 ID N0. FOR FIRST CIRCLE= 1 <br />LINE NO.= 1 BEGIN PT. NO.= 1 END PT. NO.= 4 <br />SOIL N0. COHESION F. ANGLE UNIT WT. <br />1 200.000 28.000 125.000 <br />2 1300.000 15.000 130.000 <br />SEISMIC COEFFICIENT= .000 MIN. DEPTH OF TALLEST SLICE= 5.000 <br />UNIT WEIGHT OF WATER= 62.400 <br />THE FACTORS OF SAFETY ARE DETERMINED BY THE SIMPLIFIED BISHOP METHOD <br />NSPG= 0 NSRCH= 1 NO. OF SLICES= 10 NO. OF ADD. RADII= 3 <br />NO. OF CENTERS TO BE ANALYZED= 1 <br />POINT=( 90.000, 400.000) XINC= 10.000 YINC= 10.000 <br />CENTER OF CIRCLE SEEPAGE TOTAL N0. CRITICAL RADIUS LOWEST WARNING <br />X COORD. Y COORD. CASE NO. CIRCLE CIR. NO. F. S. <br />90.000 400.000 1 5 1 310.012 1.363 0 <br />80.000 400.000 1 5 1 310.272 1.368 0 <br />90.000 390.000 1 5 1 300.013 1.364 0 <br />92.500 400.000 1 5 1 309.978 1.366 0 <br />87.500 400.000 1 5 1 310.049 1.363 0 <br />90.000 402.500 1 5 1 312.512 1.364 0 <br />90.000 397.500 1 5 1 307.512 1.363 0 <br />90.000 395.000 1 5 1 305.012 1.363 0 <br />92.500 397.500 1 5 1 307.478 1.365 0 <br />87.500 397.500 1 5 1 307.549 1.364 0 <br />AT POINT ( 90.000, 397.500), RADIUS 307.512 <br />THE MINIMUM FACTOR OF SAFETY IS 1.363 <br />Mu Vol I Page - 8 8/30/96 <br />