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SNASE lSL1D[NG HEDGE ANALYSIS OF SIUEHILL EMBANKMENTSI <br />• MBJ FILE NU. U6-14 <br />Gvee~~e ~v.~.~ysts ~-ti2ouG~ .poi%uv~wm - C~as~ 1/ <br />z~ <br />I • <br />i <br /> <br />PROGRAM OPTIONS <br />N0. OF DA1A SETS 3 <br />STARTING FROM UAiA SET ND. 0 USE TABULAR PRINTOUT MIiH BLOCK HEIGHTS Gl' <br />STARTING FROM DATA SET NU. 0 USE TABULAR PRINTOUT N1TH UNIT WElGt1TS GIY~ <br />DATA SET 1 <br />INPUT DATA <br />COHESION ALONG MIDDLE FAILURE SURFACE U.0 <br />ANGLE OF INTERNAL FRICTION ALU M; MIDDLE FAILUKE SURFACE <br />COHESION ALONG BOTTOM FAILURE SURF4CE 1350.000 <br />ANGLE OF INTERNAL FRILiION ALDNG BOTTOM FAILURE SURFACE <br />COHESION ALONG TOP FAILURE SURFACE ZBB.000 <br />ANGLE OF INTERNAL FRICTION ALONG TOP FAILURE SURFACE <br />LENGTH OF NATURAL SLOPE AT BOiiUM 600.000 <br />HEIGHT OF LUMER BLOCK 439342U.U <br />DEGREE OF SLOPE AT TOP 81.000 <br />UEIiREE OF SLOPE AT DUTTOM 5.500 <br />LENGTH OF NATURAL SLOPE AT iUP 150.DU0 <br />NEIGHi OF MIDDLE BLOCK 0.0 <br />NEIGHi OF UPPER BLOCK 162800.0 <br />ANGLE OF FRICTION OF FILL 0.0 <br />LENGTH OF NATURAL SLOPE AT MIDDLE <br />DEGREE OF SLOPE Ai MIDDLE 0.0 <br />PORE PRES SURE 0.0 <br />0.0 <br />U.J <br />9.000 <br />30.000 <br /> <br />THE FACTOR OF SAFETY 2.063 <br />