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1 <br /> ISOTROPIC SOIL PARAMETERS <br />' <br /> 5 Type(s) of Soil <br /> <br /> Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br /> Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br />t No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br /> 1 125.0 135.0 .0 35.0 .00 .0 0 <br />' 2 105.0 117.0 350.0 30.0 .00 .0 0 <br /> 3 125.0 135.0 .0 35.0 .00 .0 0 <br /> 4 125.0 135.0 .0 18.0 .00 .0 0 <br />' 5 116.0 116.0 300.0 .0 .00 .0 0 <br />' A Horizontal Earthquake Loading Coefficient <br /> Of .198 Has B een Assigned <br />' A Vertical Earthquake Loading Coefficient <br />Of .000 Has Been Assigned <br />Cavitation Pressure = .0 psf <br />Janbus Empirical Coef is being used for the case of c & phi both > 0 <br />1 <br />A Critical Failure Surface Searching Method, Using A Random <br />' Technique For Generating Sliding Block Surfaces, Has Been <br />Specified. <br />' 800 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 20.0 <br />' Box X-Left Y-Left X-Right Y-Right Height <br />No. (ft) (ft) (ft) (ft) (ft) <br />1 <br />1 <br /> <br />1 200.00 174.75 225.00 175.50 .25 <br />2 575.00 186.00 675.00 189.00 .25 <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 />I <br />