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104TH-12.OPT <br />Unit Moist Sat. Intercept Angle Parameter Constant Surface <br />No. (pcf) (pcfl (psf) (deg) Ru (psf) No. <br />1 110.0 131.7 150.0 20.00 .000 .0 1 <br />2 125.0 141.1 .0 32.00 .000 .0 1 <br />3 130.0 144.2 50.0 16.00 .000 .0 1 <br />4 130.0 144.2 500.0 45.00 .000 .0 1 <br />S 95.0 122.2 200.0 18.00 .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 />####d****#+**#**#*******#********* <br />Point x-water y-water <br />No. (ft) (ft) <br />1 205.40 125.00 <br />2 390.00 125.00 <br />--------------- <br />BOUNDARY LOADS <br />_______________ <br />2 load(s) specified <br />Load x-left x-right Intensity Direction <br />No. (ft) (ft) (psf) (deg) <br />1 250.0 251.0 21000.0 .0 <br />2 255.0 256.0 21000.0 .0 <br />NOTE - Intensity is specified as a uniformly distributed <br />force acting on a HoR1zoNTALLY projected surface. <br />A critical failure surface searching method, using a random <br />technique for generating clRCULAR surfaces has been specified. <br />1500 trial surfaces will be generated and analyzed. <br />30 surfaces initiate from each of 50 points equally spaced <br />along the ground surface between x = 163.0 ft <br />and x = 166.0 ft <br />Each surface terminates between x = 240.0 ft <br />and x = 270.0 ft <br />Unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = 1.0 ft <br /># ° # * * DEFAULT SEGMENT LENGTH SELECTED BY XSTABL * * # # ° <br />Page 2 <br />