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Soil Unit Weight Cohesion Friction Pore Pressure <br /> Water <br /> Unit Moist Sat. Intercept Angle Parameter Constant <br /> Surface <br /> No. (pcf) (pcf) (psf) (deg) Ru (psf) <br /> No. <br /> 1 125.0 125.0 3000.0 30.00 .000 .0 <br /> 0 <br /> 2 75.0 75.0 .0 .00 .000 .0 <br /> 0 <br /> 3 120.0 120.0 .0 .00 .000 .0 <br /> 0 <br /> NON-LINEAR MOHR-COULOMB envelope has been specified for 2 <br /> 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 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 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 /> 2 boxes specified for generation of central block base <br />