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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 Pore Pressure Water <br />Unit Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />1 130.0 130.0 .0 40.00 .000 .0 0 <br />2 100.0 100.0 865.0 18.00 .000 .0 0 <br />3 120.0 120.0 .0 40.00 .000 .0 1 <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 />PHREATIC SURFACE, <br />Point x-water y-water <br />No. (ft) (f t) <br />1 1332.50 9300.00 <br />2 1977.50 9300.00 <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 />300 trial surfaces will be generated and analyzed. <br />6 boxes specified for generation of central block base <br />