Laserfiche WebLink
Soil Total Sat ted <br />Type Unit Wt, Un~LVt. Cohesion <br />Intercept Friction <br />Angle re <br />Pure Pressure <br />Con=_tant Fie.. <br />Surface <br /> No. (pcf) (pcf) (psfi) (deg) Param. (psfi) No. <br /> 1 10:,,rJ 128.0 .rJ :,4.U .rJrJ .G 1 <br /> 2 8'.0 114.0 .0 18.0 ,0!~ ,O 1 <br /> :~ 1'0.0 144.4 .0 45 . rJ . t)O , 0 1 <br /> <br /> 1 PIEZOMETRIC SUkFACE(S ) HAVE BEEN SPECIFI ED <br />t <br /> Unit Weight of Water = 62.40 <br /> <br />' F'iezometric Surface No. i Specified by 5 Coordinate Points <br /> Point X-Water Y-Water <br />' No, (ft) (ft) <br /> 1 28.OC~ 512.00 <br /> - 48.00 512.Oq <br />' 224 . iJr ~ 528 . C!q <br /> 4 'U8.00 546.00 <br />' S 420.rJ0 554.00 <br />' A Horizontal Earthquake Loading Coefificient <br />Of ,087 Has Been Assigned <br />A Vertical Earthquake Loading Coefficient <br />Of .087 Has Been Assigned <br />Cavitation Pressure = .0 psf <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Circular Surfaces, Has been Specified. <br />100 Trial Surfaces Have Been Generated. <br />' 10 Surfaces Initiate From Each Of 10 Points Equally Spaced <br /> Along The Ground Surface Between X = 48.00 fit. <br /> and X = 140,00 ft. <br />' <br /> Each Surfiace Terminates Between X = 220,00 ft. <br />' and X = 42rJ.40 fit. <br />~~ <br />I' <br />Unless Further Limitations Were Imposed, The Minimum Elevation <br />At Which A Surface Extends Is Y =512.00 ft. <br />1 <br />2rJ.00 fit. Line Segments Define Each Trial Failure Suriace. <br />