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Zo`f' <br />~~ <br />ISOTROPIC Soil Parameters <br />3 type(s) of soil <br />Soll Unit Weight Cohe5lon Frlctbn Pore Pressure Water <br />Unh Moist Sat. Intercept Angle Parameter Constant Surtace <br />No. (pcQ (P~ (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 specified <br />Unit weight of water = 62.40 (pct) <br />Water Surface No. 1 specked by 3 coordinate points <br />• flff1f11111t1ffff1f11ffffffftflflf <br />PHREATIC SURFACE, <br />\\1111f1fffff11f11f\111f11111ff\f• <br />Point x-water y-water <br />No. (ri) (h) <br />1 .00 6280.00 <br />2 400.00 6255.00 <br />3 600.00 6250.00 <br />A critical failure surtace 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 />75 trial surfaces wll be generated and analyzed. <br />• 3 boxes specified for generation of central block base <br />Length of line segments for active and passive portions of <br />sliding block is 20.0 h <br />