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9 99.0 133.0 150.0 108.0 1 <br /> 10 150.0 108.0 950.0 116.0 1 <br /> 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 8000.0 2300.0 <br /> 3 12000.0 2970.0 <br /> A horizontal earthquake loading coefficient <br /> of .205 has been assigned <br /> A vertical earthquake loading coefficient <br /> of .000 has been assigned <br />