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11 950 . 0 116 . 0 984 . 0 133 . 0 1 <br /> 12 984 . 0 133 . 0 999 . 0 133 . 0 1 <br /> 13 999 . 0 133 . 0 1189 . 0 168 . 0 2 <br /> 14 1189 . 0 168 . 0 1289 . 0 178 . 0 2 <br /> 15 1289 . 0 178 . 0 1769 . 0 188 . 0 2 <br /> ------ -------------------- <br /> ISOTROPIC Soil Parameters <br /> -- ------------------------ <br /> 5 Soil unit (s) specified <br /> Soil Unit Weight Cohesion Friction Pore Pressure Water <br /> Unit Moist Sat . Intercept Angle Parameter Constant Surface <br /> No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br /> 1 125 . 0 125 . 0 3000 . 0 30 . 00 . 000 . 0 0 <br /> 2 75 . 0 75 . 0 . 0 . 00 . 000 . 0 0 <br /> 3 120 . 0 120 . 0 . 0 . 00 . 000 . 0 0 <br /> 4 120 . 0 120 . 0 . 0 7 . 00 . 000 . 0 0 <br /> 5 125 . 0 125 . 0 . 0 18 . 00 . 000 . 0 0 <br /> NON-LINEAR MOHR-COULOMB envelope has been specified for 2 soil (s) <br /> Soil Unit # 2 <br /> Point Normal Stress Shear Stress <br /> No. (psf) (psf) <br /> 1 . 0 500 . 0 <br /> 2 770 . 0 500 . 0 <br /> 3 16000 . 0 10390 . 0 <br /> Soil Unit # 3 <br /> Point Normal Stress Shear Stress <br /> No. (psf) (psf) <br /> 1 . 0 . 0 <br /> 2 6500 . 0 2112 . 0 <br /> 3 16000 . 0 3787 . 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 and passive portions of the sliding surfaces <br /> are generated according to the Rankine theory. <br /> 100 trial surfaces will be generated and analyzed. <br />