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'• ~ ** PCSTABLS ** <br />by <br />Purdue University <br />J --Slope Stability Analysis-- <br />Simplified Janbu, Simplified Bishop <br />or Spencer`s Method of Slices <br />Run Date: 9/13/95 <br />Time of Run: <br />l Run By: LAJ <br />J Input Data Filename: A:BBCSF.TXT <br />Output Filename: C:BBCSF.OUT <br />J <br />III IIIIIIIIIIIII III <br />sss <br />1 PROBLEM DESCRIPTION BB.Cl-CONVEYOR SLOPE FAILURE,9/15/95 <br />BOUNDARY COORDINATES <br />13 Top Boundaries <br />20 Total Boundaries <br />l <br />Boundary <br />X-Left <br />Y-Left <br />X-Right <br />Y-Right <br />Soil Type <br />I No. (ft) (ft) (ft) (f t) Below Bnd <br />1 .00 108.00 26.00 118.00 1 <br />2 26.00 118.00 53.00 126.00 1 <br />3 <br />I 53.00 126.00 72.00 134.00 1 <br />4 72.00 134.00 80.00 136.00 1 <br />5 80.00 136.00 86.00 141.00 1 <br />I 6 86.00 141.00 106.00 148.00 1 <br />7 106.00 148.00 113.50 152.00 1 <br />8 113.50 152.00 114.00 157.50 3 <br />7 9 114.00 157.50 115.50 157.50 3 <br />I 10 115.50 157.50 117.50 159.00 3 <br />11 117.50 159.00 118.50 158.00 3 <br />12 118.50 158.00 123.00 162.00 1 <br />13 <br />I 123.00 162.00 130.00 162.00 1 <br />14 113.50 152.00 114.00 149.00 1 <br />15 114.00 149.00 118.50 149.00 1 <br />16 118.50 149.00 118.50 158.00 1 <br />17 <br />I 60.00 100.00 61.00 110.00 2 <br />18 61.00 110.00 100.00 111.00 2 <br />19 100.00 111.00 101.00 130.00 2 <br />20 <br />1 101.00 130.00 130.00 131.00 2 <br />-1 <br />ISOTROPIC SOIL PARAMETERS <br />