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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 RECLAMATION BACKFILL AT STATION 47+00 <br />NUMBER OF BOUNDARY LINES= 2 <br />NUMBER OF POINTS ON BOUNDARY LINES ARE: 3 3 <br />ON BOUNDARY LINE NO. 1,POINT NO. AND COORDINATES ARE: <br />1 172.000 130.000 2 187.000 130.000 3 212.000 150.000 <br />ON BOUNDARY LINE NO. 2,POINT NO. AND COORDINATES ARE: <br />1 172.000 130.000 2 202.000 150.000 3 212.000 150.000 <br />NO. OF RADIUS CONTROL ZONES= 1 PRINT ALL CIRCLES= 0 <br />NO. OF SEEPAGE CASES= 1 <br />TOTAL NO. OF LINES AT BOTTOM OF RADIUS CONTROL ZONES ARE: 1 <br />FOR RAD. CONT. ZONE NO. 1 RADIUS DECREMENT= .000 <br />NO. OF CIRCLES= 5 ID NO. FOR FIRST CIRCLE= 1 <br />LINE NO.= 1 BEGIN PT. NO.= 1 END PT. NO.= 3 <br />SOIL N0. COHESION F. ANGLE <br />1 200.000 28.000 <br />SEISMIC COEFFICIENT= .000 <br />UNIT WEIGHT OF WATER= 62.400 <br />UNIT WT. <br />lzo.ooo <br />MIN. DEPTH OF TALLEST SLICE= 5.000 <br />THE FACTORS OF SAFETY ARE DETERMINED <br />NSPG= 0 NSRCH= 1 NO. OF SLICES= 10 <br />N0. OF CENTERS TO BS ANALYZED= 1 <br />POINT=( 175;000, 160.000) XINC= <br />CENTER OF CIRCLE SEEPAGE TOTAL NO. <br />X COORD. Y COORD. CASE NO. CIRCLE <br />BY THE SIMPLIFIED BISHOP METHOD <br />NO. OF ADD. RADII= 3 <br />L0.000 YINC= 10.000 <br />CRITICAL RADIUS LOWEST WARNING <br />CIR. NO. F. S. <br />175.000 160.000 1 2 1 30.000 1.813 0 <br />185.000 160.000 1 2 1 24.675 2.033 0 <br />165.000 160.000 1 0 0 30.806 ******* 0 <br />175.000 170.000 1 3 1 38.731 1.807 0 <br />175.000 180.000 1 2 1 46.540 1.972 0 <br />185.000 170.000 1 2 1 32.484 2.254 0 <br />165.000 170.000 1 0 0 40.608 ******* 0 <br />177.500 170.000 1 3 1 37.169 1.881 0 <br />172.500 170.000 1 3 1 40.000 1.760 0 <br />170.000 170.000 1 2 1 40.050 1.815 0 <br />172.500 172.500 1 3 1 42.245 1.771 0 <br />172.500 167.500 1 2 1 37.500 1.769 0 <br />AT POINT ( 172.500, 170.000),RADIUS 40.000 <br />THE MINIMUM FACTOR OF SAFETY IS 1.760 <br />Mu Vol I Page - 10 8f30J96 <br />