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' --SLOPE STABILITY ANALYSIS-- <br />SINiPLfFIED JANBU METHOD OF SLICES <br />' IRREGULAR FAILURE SURFACES <br />' PROBLEM DESCRIPTION 86456a 23 & RIVER Road PIT, OPERATING G.J. CO <br />Grand Junction Pipe <br />BOUNDARY COORDINATES <br />9 TOP BOUNDARIES <br />' I I TOTAL BOUNDARIES <br />BUl`N"D.\R1" 1-LEFT Y-LEFT X-RIGHT Y-RIGHT SOIL TYPE <br />NO. BELOR'BND <br />l 00 10.00 16.00 10.00 4 <br />2 16A0 10.00 72.00 10.00 4 <br />3 72.00 10.00 74.00 12.00 3 <br />4 74.00 12.00 91.00 29.00 3 <br />5 9L00 29.00 100.00 38.00 1 <br />G 100.00 38.00 103.00 41.00 2 <br />' 7 103.00 41.00 105.00 41.00 2 <br />8 105.00 41.00 108.00 38.00 2 <br />9 108.00 3R.00 140.00 38.00 I <br />' 10 9100 29.00 140.00 29.00 3 <br />I I 72 00 10 00 140.00 10.00 4 <br />' ISOTROPIC SOIL PARAMETERS <br />' 4 TYPE(S) OF SOIL <br />SOII. TOT:\L SATYR,\TED COHESION FRICTION PORE PRESSURE PIEZOAfETRIC <br />' T5 PF'. LSIT U'r. lT'rf U-r IN'TERCEPT rWGIE PRESSIRtE CUNS'f.\M' SURFACE <br />NU (DEG) PAR.L\~'.TER NO. <br />1 101.0 120.0 325.0 20.0 .00 .0 1 <br />t 2 1 16 6 122.0 410.0 20 0 .00 .0 1 <br />3 153.5 1581 120.0 38.0 00 .0 <br />4 131 6 141.6 1500.0 17.0 .00 .0 1 <br />I PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />' UNITWEIGHTOFWATER= 62.40 <br />' 3 <br />1 <br />