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® n:\projects\emcon\sjoaquin\foothill\stabl\aa\a-sljb.OUT Page 1 <br />** STABL6H ** <br />by <br />Purdue University <br />--Slope Stability Analysis -- <br />Simplified Janbu, Simplified Bishop <br />or Spencers Method of Slices <br />Run Date: 06/18/2002 <br />Time of Run: 1:40PM <br />Run By: NK <br />Input Data Filename: N:A S1JB.IN <br />Output Filename: N:A_S1JB.OUT <br />Plotted Output Filename: N:A S1JB.PLT <br />PROBLEM DESCRIPTION Foothill LF; Module 1 Slope Stability -- <br />Section AA; Static; Run#A_S1Jb <br />BOUNDARY COORDINATES <br />Note: User origin value specified. <br />Add 0.00 to X -values and 200.00 to Y -values listed. <br />10 Top Boundaries <br />14 Total Boundaries <br />Boundary X -Left <br />Y -Left <br />X -Right <br />Y -Right <br />Soil Type <br />No. (ft) <br />(ft) <br />(ft) <br />(ft) <br />Below Bnd <br />1 .00 <br />74.00 <br />47.00 <br />74.00 <br />1 <br />2 47.00 <br />74.00 <br />50.00 <br />74.00 <br />3 <br />3 50.00 <br />74.00 <br />128.00 <br />100.00 <br />2 <br />4 128.00 <br />100.00 <br />148.00 <br />100.00 <br />2 <br />5 148.00 <br />100.00 <br />298.00 <br />150.00 <br />2 <br />6 298.00 <br />150.00 <br />318.00 <br />150.00 <br />2 <br />7 318.00 <br />150.00 <br />468.00 <br />200.00 <br />2 <br />® <br />8 468.00 <br />200.00 <br />488.00 <br />200.00 <br />2 <br />9 488.00 <br />200.00 <br />608.00 <br />240.00 <br />2 <br />10 608.00 <br />240.00 <br />700.00 <br />240.00 <br />2 <br />11 50.00 <br />74.00 <br />67.00 <br />68.60 <br />3 <br />12 67.00 <br />68.60 <br />670.00 <br />55.00 <br />4 <br />13 47.00 <br />74.00 <br />67.00 <br />67.60 <br />1 <br />14 67.00 <br />67.60 <br />670.00 <br />54.00 <br />1 <br />ISOTROPIC SOIL PARAMETERS <br />4 Type(s) of Soil <br />Soil Total Saturated <br />Cohesion <br />Friction <br />Pore Pressure Piez. <br />Type Unit Wt. Unit Wt. <br />Intercept <br />Angle <br />Pressure Constant Surface <br />No. (pcf) (pcf) <br />(psf) <br />(deg) <br />Param. <br />(psf) No. <br />1 120.0 13.0 <br />.0 <br />32.0 <br />.00 <br />.0 0 <br />2 65.0 75.0 <br />100.0 <br />33.0 <br />.00 <br />.0 0 <br />3 100.0 100.0 <br />.0 <br />10.5 <br />.00 <br />.0 0 <br />4 100.0 100.0 <br />.0 <br />10.5 <br />.00 <br />.0 0 <br />A Critical Failure Surface <br />Searching <br />Method, <br />Using A <br />Random <br />Technique For Generating <br />Sliding <br />Block Surfaces, <br />Has <br />Been <br />Specified. <br />The Active And Passive <br />Portions <br />Of The Sliding <br />Surfaces <br />Are Generated According <br />To The Rankine <br />Theory. <br />2000 Trial Surfaces Have <br />Been Generated. <br />3 Boxes Specified For Generation <br />Of Central <br />Block Base <br />Length Of Line Segments <br />For Active <br />And Passive <br />Portions Of <br />Sliding Block Is 25.0 <br />Box X -Left Y <br />-Left <br />X -Right <br />Y -Right <br />Height <br />No. (ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />1 48.00 <br />73.00 <br />49.00 <br />73.00 <br />.20 <br />2 67.00 <br />68.10 <br />67.50 <br />68.10 <br />1.00 <br />3 200.00 <br />65.10 <br />500.00 <br />58.33 <br />1.00 <br />**** ERROR - BK12 **** <br />Following Are Displayed <br />The Ten <br />Most Critical <br />Of The <br />Trial <br />Failure Surfaces <br />Examined. <br />They Are <br />Ordered - <br />Most Critical <br />i <br />First. <br />- <br />* * Safety Factors <br />Are Calculated <br />By <br />The Modified Janbu Method <br />Failure Surface Specified <br />By 13 Coordinate <br />Points <br />Point X -Surf <br />Y <br />-Surf <br />