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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 /> ----------- -- ------ - ----- ---------------- <br /> A SINGLE FAILURE SURFACE HAS BEEN SPECIFIED FOR ANALYSIS <br /> -- - --------- ---- ---- ---- ---- -- -------- --- <br /> Trial failure surface specified by <br /> the following 5 coordinate points <br /> Point x-surf y-surf <br /> Is No. (ft) (ft) <br /> 1 98 . 76 135 . 00 <br /> 2 150 . 97 109 . 26 <br />