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Table 3.9.4 STABILITY ANALYSIS OF PRELAW DISTURBANCE RECLAMATION <br />REAMS, FORTRAN, 5-1-85, COPYRIGHTED BY CIVIL ENGINEERING SOFTWARE CENTER <br />UNIVERSITY OF KENTUCKY, LEXINGTON, KY 40506 <br />HUNGER ROAD RECLAIMED CONTOURS AT STATION 42+00 <br />NUMBER OF BOUNDARY LINES= 3 <br />NUMBER OF POINTS ON BOUNDARY LINES ARE: 6 3 13 <br />ON BOUNDARY LINE NO. 1,POINT NO. AND COORDINATES ARE: <br />1 68.000 92.000 2 117.000 94.000 3 225.000 134.000 <br />4 239.000 154.000 5 283.000 160.000 6 479.000 165.000 <br />ON BOUNDARY LINE NO. 2,POINT NO. AND COORDINATES ARE: <br />1 98.000 114.000 2 112.000 112.000 3 120.000 115.000 <br />ON BOUNDARY LINE NO. 3,POINT NO. AND COORDINATES ARE: <br />1 68.000 92.000 2 95.000 114.000 3 98.000 114.000 <br />4 129.000 135.000 5 135.000 135.000 6 144.000 150.000 <br />7 164.000 170.000 8 190.000 190.000 9 232.000 210.000 <br />10 314.000 240.000 11 383.000 238.000 12 400.000 250.000 <br />13 479.000 250.000 <br />NO. OF RADIUS CONTROL ZONES= 1 PRINT ALL CI RCLES= 0 <br />NO. OF SEEPAGE CASES= 1 <br />FOR RAD. CONT. ZONE N0. 1 RADIUS D ECREMENT= .000 <br />N0. OF CIRCLES= 5 ID NO. FOR FIRS T CIRCLE= 1 <br />. <br />LINE NO.= 1 BEGIN PT. NO. = 1 END PT. NO.= 6 <br />SOIL NO. COHESION F. ANGLE UNIT WT. <br />1 1300.000 20.000 125.000 <br />2 300.000 32.000 130.000 <br />SEISMIC COEFFICIENT= .000 M IN. DEPTH OF TALLEST SLICE= 5.000 <br />UNIT WEIGHT OF WATER= 62.400 <br />THE FACTORS OF SAFETY ARE DETERMINBD BY THE SIMPLIFIED BISHOP METHOD <br />NSPG= 0 NSRCH= 1 NO. OF SLICES= 10 N0. OF ADD . RADII= 3 <br />NO. OF CENTERS TO BE ANALYZED= 1 <br />POINT=( 65.000, 360.000) XINC= 1 0.000 YINC= 10.000 <br />CENTER OF CIRCLE SEEPAGE TOTAL NO. CRITICAL RADIUS LOWEST WARNING <br />X COORD. Y COORD. CASE N0. CIRCLE CIR. NO. F. S. <br />65.000 360.000 1 5 1 267.502 1.318 0 <br />75.000 360.000 1 5 1 263.310 1.337 0 <br />55.000 360.000 1 5 1 268.315 1.331 0 <br />65.000 370.000 1 5 1 276.879 1.321 0 <br />65.000 350.000 1 5 1 257.908 1.318 0 <br />67.500 360.000 1 5 1 266.633 1.321 0 <br />62.500 360.000 1 3 1 268.001 1.318 0 <br />65.000 362.500 1 5 1 269.846 1.319 0 <br />65.000 357.500 1 5 1 265.157 1.318 0 <br />65.000 355.000 1 5 1 262.813 1.317 0 <br />65.000 352.500 1 5 1 260.406 1.317 0 <br />67.500 355.000 1 5 1 261.944 1.320 0 <br />62.500 355.000 1 5 1 263.005 1.320 0 <br />AT POINT ( 65.000, 355.000), RADIUS 262.813 <br />THS MINIMUM FACTOR OF SAFETY IS 1.317 <br />Mu Vol I Page - 6 8/30/96 <br />