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6 128.8 35.0 128.9 79.0 2 <br />7 128.9 79.0 129.0 85.0 1 <br />8 90.1 79.0 125.1 79.0 2 <br />9 128.9 79.0 215.0 79.0 2 <br />10 90.1 35.0 125.2 35.0 3 <br />11 128.8 35.0 215.0 35.0 3 <br />12 .0 31.9 215.0 31.9 4 <br />ISOTROPIC Soil Parameters <br />-------------------------- <br />7 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 />1 114.0 126.0 150.0 28.00 .000 .0 1 <br />2 130.0 137.0 .0 37.00 .000 .0 1 <br />3 124.0 134.0 .0 14.00 .000 .0 1 <br />4 124.0 134.0 500.0 22.00 .000 .0 1 <br />5 116.0 119.0 200.0 22.00 .000 .0 1 <br />6 130.0 137.0 .0 37.00 .000 .0 1 <br />7 110.0 122.0 .0 22.00 .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 6 coordinate points <br />************************4*4******* <br />PHREATIC SURFACE, <br />********************************** <br />Point x-water y-water <br />No. (ft) (ft) <br />1 ,00 35.00 <br />2 89,90 35.00 <br />3 90.10 36.00 <br />4 125.20 36.00 <br />5 129,00 77.00 <br />6 215.00 77.00 <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />600 trial surfaces will be generated and analyzed. <br />