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<br />--SLOPE STABI[,ITY ANALYSIS-- <br />SIMPLIFIED 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 />1 I TOTAL BOUNDARIES <br />BOl'NDARS" S-LEFT Y-LEFT X-RIGHT Y-RIGHT SOIL TYPE <br />NO. BELOW BND <br />l 00 10.00 16.00 10.00 4 <br />2 16.00 IOAO 7200 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 91.00 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 38.00 140,00 38.00 1 <br />10 9].00 29.00 140.00 29.00 3 <br />11 72.00 10.00 140.00 10.00 4 <br />ISOTROPIC SOIL PARAMETERS <br />4 TYPE(S) OF SOIL <br />SOII. TOT,ll. SAT[~RATED COHESION FRICTION PORE PRESSURE PIEZO\~TRIC <br />TS"PE UNIT ti T, lT'IT N'!. INTERCEPT ANGLE PRESSURE CONSTANT SURFACE <br />NO. (DEG) PARA,NETER NO. <br />1 101.0 120.0 325.0 20.0 .00 .0 1 <br />2 1 ] 6.6 122.0 410.0 20.0 .00 0 1 <br />3 153.5 ] 58. ] 120.0 38.0 .00 0 1 <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 />