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<br />ISOTROPIC Soil Parameters <br />3 type(s) of soil <br />Soll Unft Weight Cohesion Friction Pore Pressure Water <br />Unft Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />1 50.0 50.0 .0 33.0 .000 .0 1 <br />2 120.0 120.0 1000.0 30.0 .000 .0 1 <br />3 140.0 140.0 2000.0 40.0 .000 .0 1 <br />1 Water surface{s) have been spec'rfied <br />Unft weight of water = 62.40 (pcf) <br />Water Surface No. 1 specrfied by 3 coordinate points <br />#tttt#####e####t#############+#### <br />PHREATIC SURFACE, <br />#!#########ff#####f#########4##### <br />Point x-water y-water <br />No. (h) (h) <br />1 .00 6280.00 <br />2 400.00 6255.00 <br />3 600.00 6250.00 <br />A critical failure surface searching method, using a random <br />technique for generating sliding BLOCK surfaces, has been <br />spec'rfied. <br />The active and passive portions of the sliding surfaces <br />are generated according to the Rankine theory. <br />75 trial surfaces will be generated and analyzed. <br />3 boxes specified for generation of central block base <br />zoo ~ <br />Length of line segments for active and passive portions of <br />sliding block is 20.0 K <br />