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ISOTROPIC SOIL PARAMETERS <br />2 Type(s) of Soil <br />1 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Sliding Block Surfaces, Has Been <br />Specified. <br />50 Trial Surfaces Have Been Generated. <br />2 Boxes Specified For Generation Of Central Block Base <br />Length Of Line Segments For Active And Passive Portions Of <br />Sliding Block Is 40.0 <br />Box <br />Soil <br />Total <br />Saturated <br />Cohesion <br />Friction <br />Pore <br />Pressure <br />Piez. <br />(ft) <br />(ft) <br />(ft) <br />1 <br />207.00 <br />250.00 <br />247.00 <br />250.00 <br />Type <br />Unit Wt. <br />Unit Wt. <br />Intercept <br />Angle <br />Pressure <br />Constant <br />Surface <br />No. <br />(pcf) <br />(pcf) <br />(psf) <br />(deg) <br />Param. <br />(psf) <br />No. <br />1 <br />120.0 <br />125.0 <br />.0 <br />38.0 <br />.00 <br />62.4 0 <br />2 <br />135.0 <br />140.0 <br />1788.0 <br />41.0 <br />.00 <br />62.4 0 <br />1 <br />1 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Sliding Block Surfaces, Has Been <br />Specified. <br />50 Trial Surfaces Have Been Generated. <br />2 Boxes Specified For Generation Of Central Block Base <br />Length Of Line Segments For Active And Passive Portions Of <br />Sliding Block Is 40.0 <br />Box <br />X -Left <br />Y -Left <br />X -Right <br />Y -Right <br />Height <br />No. <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />1 <br />207.00 <br />250.00 <br />247.00 <br />250.00 <br />30.00 <br />2 <br />532.00 <br />499.00 <br />552.00 <br />516.00 <br />30.00 <br />Following Are Displayed The Ten Most Critical Of The Trial <br />Failure Surfaces Examined. They Are Ordered - Most Critical <br />First. <br />* * Safety Factors Are Calculated By The Modified Janbu Method <br />* <br />Failure Surface Specified By 7 Coordinate Points <br />Point X -Surf Y -Surf <br />No. (ft) (ft) <br />64 <br />