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<br /> <br />' Soil Total Saturated Cohesion Friction Pore Pressure Piez. <br /> Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br /> No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br />' 1 125.0 135.0 .0 35.0 .00 .0 0 <br /> 2 105.0 116.0 350.0 30.0 .00 .0 0 <br /> 3 125.0 135.0 .0 35.0 .00 .0 0 <br />' 4 116.0 116.0 300.0 .0 .00 .0 0 <br />' A Horizontal Earthquake Loading Coefficient <br />Of .150 Has Been 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 />' 1000 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 10.0 <br />i Box X-Left Y-Left X-Right Y-Right Height <br /> No. (ft) (ft) (ft) (ft) (ft) <br /> 1 450.00 154.00 504.50 154.00 4.00 <br /> 2 505.00 154.00 515.00 154.00 4.00 <br />' 1 <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 />Failure Surface Specified By 13 Coordinate Points <br />