Laserfiche WebLink
1 <br />r <br />by <br />Purdue University <br />--Slope Stability Analysis-- <br />Simplified Janbu Method of Slices <br />or Simplified Bishop Method <br />1 <br />1 <br />Run Date: 7/1/03 <br />Time of Run: 23:02 <br />Run By. WJA <br />Input Data Filename: PINGLE3.IN <br />Output Filename: PINGLE3.OUT <br />PROBLEM DESCRIPTION INGLESIDE QUARRY TEMPORARY HIGHWALL C4"'O~J <br />p~,~ <br />BOUNDARY COORDINATES <br />3 Top Boundaries <br />3 Total Boundaries <br />Boundary X-Left <br />No. (ft) <br />1 .00 <br />2 50.00 <br />3 55.00 <br />~ _~~c~~ <br />- F ^~ <br />Y-Left X-Right Y-Right Soil Type <br />(ft) (ft) (ft) Below Bnd <br />50.00 50.00 50.00 1 <br />50.00 55.00 100.00 1 <br />lao.oo zoo.oo loo.o0 1 <br />ISOTROPIC SOIL PARAMETERS <br />1 Type(s) of Soil <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 />1 150.0 150.0 2000.0 40.0 .00 .0 0 <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generating Circular Surfaces, Has Been Specified. <br />30 Trial Surfaces Have Been Generated. <br />10 Surfaces Initiate From Each Of 3 Points Equally Spaced <br />