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<br />1 ----------------------------------- <br /> A CRACKED ZONE HAS BEEN SPECIFIED <br />1 - ___________________________ <br /> Depth of crack below ground surface = 5.00 (feet) <br /> Maximum depth of water in crack = 1.00 (feet) <br />' Unit weight of water in crack = 62.40 (pcf) <br /> Failure surfaces will have a vertical sid e equal to the <br /> specified depth of crack and be affected by a hydrostatic <br />' force according to the specified depth of water in the cr ack <br />1 <br /> ISOTROPIC Soil Parameters <br /> <br /> 6 Soil unit(s) specified <br />' Soil Unit Weight Cohesion Friction Pore Pressure Water <br /> Unit Moist Sat. Intercept Angle P arameter Constant Surface <br /> No. (pcf) (pcf) (psf) (deg) Ru (psf) No. <br />' <br /> 1 128.0 145.0 300.0 45.00 .000 .0 1 <br /> 2 115.0 128.0 200.0 18.00 .000 .D 1 <br />' 3 110.0 122.0 125.0 16.00 <br />4 112.0 125.0 150.0 18.00 .000 <br />.000 .0 <br />.0 1 <br />1 <br /> 5 126.0 138.0 .0 32.00 .000 .0 1 <br /> 6 118.0 130.0 200.0 16.00 .000 .0 1 <br />1 <br /> 1 Water surface(s) have been specified <br />' <br /> Unit weight of water = 62.40 (pcf) <br />' Water Surface No. 1 specified by 2 coordinate points <br />' PHREATIC SURFACE, <br />+++++++++++++++++++++++++++r++++++ <br /> Point x-water y-water <br />' No. (ft) (ft) <br /> 1 50.00 135.00 <br />t 2 308.00 135.00 <br /> --------- <br />BOUNDARY ------ <br />LOADS <br />1 <br /> <br />