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<br />AMSHORIGI <br />X <br />NUMBER OF CASES TO BE ANALYZED 1 <br />CASE NUMBER 1 <br />NUMBER OF BOUNDARY LINES= 2 <br />NUMBER OF POINTS ON BOUNDARY LINES ARE: 3 2 <br />ON BOUNDARY LINE NO. 1,POINT NO. AND COORDINATES ARE: <br />1 -1.000 70.000 2 6.000 10.000 3 59.000 <br />10.000 <br />ON BOUNDARY LINE NO. 2,POINT NO. AND COORDINATES ARE: <br />1 -1.000 70.000 2 59.000 10.000 <br />LINE NO. AND SLOPE OF EACH SEGMENT ARE: <br />1 -8.571 ,000 <br />2 -1.000 <br />NO. OF RADIUS CONTROL ZONES= 1 PL07 OR NO PLOT= 0 <br />NO. OF SEEPAGE CASES= 1 <br />TOTAL NO. OF LINES AT BOTTOM OF RADIUS CONTROL ZONES ARE: <br />1 <br />FOR RAD. CONT. ZONE N0. 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 NO. COHESION F. ANGLE UNIT WT. <br />1 .000 41.000 116.000 <br />SEISMIC COEFFICIENT= .040 MIN. DEPTH OF TALLEST <br />SLICE= .000 UNIT WEIGHT OF WATER= 62.400 <br />THE FACTORS OF SAFETY ARE DETERMINED BY THE SIMPLIFIED BISHOP <br />. '_ , <br />