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II <br /> No. (pcf) (pcf) (psf) (deg) Param. (psf) No. <br /> 1 1 110.0 110.0 250.0 38.0 0.00 0.0 0 <br /> 2 125.0 125.0 300.0 38.0 0.00 0.0 0 <br /> 3 125.0 125.0 100.0 32.0 0.00 0.0 0 <br /> A Horizontal Earthquake Loading Coefficient <br /> IIOf0.150 Has Been Assigned <br /> A Vertical Earthquake Loading Coefficient <br /> IOf0.000 Has Been Assigned <br /> Cavitation Pressure = 0.0 psf <br /> SearchingII <br /> Routine Will Be Limited To An Area Defined By2 Boundaries <br /> Of Which The First 0 Boundaries Will Deflect Surfaces Upward <br /> II <br /> Boundary X-Left Y-Left X-Right Y-Right <br /> No. (ft) (ft) (ft) (ft) <br /> II <br /> 1 183.00 110.00 191.00 110.00 <br /> 2 191.00 110.00 191.00 118.00 <br /> II <br /> A Critical Failure Surface Searching Method, Using A Random <br /> II <br /> Technique For Generating Circular Surfaces, Has Been Specified. <br /> 100 Trial Surfaces Have Been Generated. <br /> II <br /> 10 Surfaces Initiate From Each Of 10 Points Equally Spaced <br /> Along The Ground Surface Between X = 28.00 ft. <br /> IIand X = 80.00 ft. <br /> Each Surface Terminates Between X = 158.00 ft. <br /> IIand X = 280.00 ft. <br /> II Unless Further Limitations Were Imposed, The Minimum Elevation <br /> At Which A Surface Extends Is Y = 2.00 ft. <br /> i <br /> II3.00 ft. Line Segments Define Each Trial Failure Surface. <br /> IIFollowing Are Displayed The Ten Most Critical Of The Trial <br /> Failure Surfaces Examined. They Are Ordered - Most Critical <br />