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9 99.0 133.0 <br />150.0 <br />108.0 <br />1 <br />10 150.0 108.0 <br />950.0 <br />116.0 <br />1 <br />11 950.0 116.0 <br />984.0 <br />133.0 <br />1 <br />12 984.0 133.0 <br />999.0 <br />133.0 <br />1 <br />13 999.0 133.0 <br />1189.0 <br />168.0 <br />2 <br />14 1189.0 168.0 <br />1289.0 <br />178.0 <br />2 <br />15 1289.0 178.0 <br />1769.0 <br />188.0 <br />2 <br />-------------------------- <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />_ <br />5 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction <br />Pore Pressure <br />Water <br />Unit Moist Sat. Intercept <br />Angle <br />Parameter <br />Constant <br />Surface <br />No. (pcf) (pcf) (psf) <br />(deg) <br />Ru <br />(psf) <br />No. <br />1 125.0 125.0 3000.0 <br />30.00 <br />.000 <br />.0 <br />0 <br />2 75.0 75.0 .0 <br />.00 <br />.000 <br />.0 <br />0 <br />3 120.0 120.0 .0 <br />.00 <br />.000 <br />.0 <br />0 <br />4 120.0 120.0 .0 <br />7.00 <br />.000 <br />.0 <br />0 <br />5 125.0 125.0 .0 <br />18.00 <br />.000 <br />.0 <br />0 <br />NON-LINEAR MOHR-COULOMB envelope <br />has been specified <br />for 2 soil(s) <br />Soil Unit # 2 <br />Point Normal Stress <br />Shear Stress <br />No. (psf) <br />(psf) <br />1 •0 <br />500.0 <br />2 770.0 <br />500.0 <br />3 16000.0 <br />10390.0 <br />Soil Unit # 3 <br />Point Normal Stress Shear Stress <br />No. (psf) (psf) <br />1 •0 .0 <br />2 8000.0 2300.0 <br />3 12000.0 2970.0 <br />A critical failure surface searching method, using a random <br />technique for generating sliding BLOCK surfaces, has been <br />specified. <br />The active andove assiportions p p f the sliding surfaces <br />