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6 2142.5 9366.0 3000.0 9366.0 2 <br />7 1315.3 9305.0 1333.2 9299.0 1 <br />8 1333.2 9299.0 1497.5 9245.0 1 <br />9 1497.5 9245.0 1538.0 9245.0 1 <br />10 1538.0 9245.0 1690.0 9250.0 1 <br />11 1690.0 9250.0 1880.0 9260.0 1 <br />12 1880.0 9260.0 2142.5 9365.0 1 <br />13 2142.5 9365.0 3000.0 9365.0 1 <br />------------------------- <br />ISOTROPIC Soil Parameters <br />------------------------- <br />3 Soil unit(s) specified <br />Soil Unit Weight Cohesion Friction <br />Unit Moist Sat. Intercept Angle <br />No. (pcf) (pcf) (psf) (deg) <br />Pore Pressure Water <br />Parameter Constant Surface <br />Ru (psf) No. <br />1 130.0 130.0 .0 40.00 .000 <br />2 100.0 100.0 865.0 18.00 .000 <br />3 120.0 120.0 .0 40.00 .000 <br />1 Water surface(s) have been specified <br />Unit weight of water = 62.40 (pcf) <br />Water Surface No. 1 specified by 2 coordinate points <br />t,r**,r,rrr,r,r~,r,r+,r +,r ,r ,r+*++**,r~,r,r,r+*+* <br />PHREATIC SURFACE, <br />+*+*+t,r***,r:r,r***r,r,r*,r,r+,r#,t*,t*,r ,r*:r,r+ <br />Point x-water y-water <br />No. (ft) (ft) <br />1 1332.50 9300.00 <br />2 1977.50 9300.00 <br />A horizontal earthquake loading coefficient <br />of .140 has been assigned <br />A vertical earthquake loading coefficient <br />of .000 has been assigned <br />0 0 <br />0 0 <br />0 1 <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 />