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<br />4 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) (deq) Ru (psf) No. <br />1 110.0 135.0 150.0 25.00 .000 .0 1 <br />2 120.0 139.0 .0 32.00 .000 .0 1 <br />3 100.0 110.0 70.0 25.00 .000 .0 1 <br />4 120.0 135.0 2500.0 45.00 .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 5 coordinate points <br />r++rrrrrrer rrrrrrrr++rrr+++r+rrrrr <br />PHREATIC SURFACE, <br />rrrr++rrerrrrrrrrrrr++rrr+rrrrrrr+ <br />Point x-water y-water <br />No. (ft) (ft) <br />1 100.00 46.00 <br />2 196.00 46.00 <br />3 245.00 4fi.00 <br />4 260.00 50.00 <br />5 306.00 50.00 <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />200 trial surfaces will be generated and analyzed. <br />10 Surfaces initiate from each of 20 points equally spaced <br />along the ground surface hetween x = 170.0 ft <br />and x = 200.0 ft <br />Each surface terminates between x = 210.0 ft <br />and x = 300.0 ft <br />Unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = 5.0 ft <br />