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<br />I <br /> <br />I <br /> <br />STABL/a .. <br /> <br />I <br /> <br />Slope Stability Program <br />Portions of this program (e) 1992 <br />by <br />GEOSOFT <br />1442 Lincoln Avenue, Suite 146 <br />Orange, CA 92665 <br />U.S.A. <br /> <br />I <br /> <br />--Slope st~bility Analysis-- <br />Simplified Janbu. Simpl!! ed BishOp <br />or Spencer's Method of Slices <br /> <br />I <br /> <br />Run Date: <br />Input Data Filenamel <br />output Filename, <br />Plotted OUtput Filen"-I <br /> <br />09-21-1994 <br />conte.518 <br />conte.OIJT <br />contd.PLl <br /> <br />I <br /> <br />PROBLEM DESCRIPTION Continental Cam. Downstream Section , 2+ <br />18. Re..' 10,267 tt,ce-l @ 10.247 !t <br /> <br />I <br /> <br />BOUNDARY' COORDINATES <br /> 1 TOp Boundari.. <br />17 Total Boundari.. <br />Boundary X-Left Y-Left X-Right Y-Riqht So11 Type <br />'0. 1ft) (ft) 1ft) 1ft) Below Bnd <br /> 1 .00 232.00 30.00 229.00 1 <br /> 2 30.00 229.00 152.00 290.00 1 <br /> 3 152.00 290.00 170.00 290.00 1 <br /> . 170.00 290.00 190.00 280.00 1 <br /> S 190.00 280.00 284.00 250.00 1 <br /> , 284.00 250.00 412.00 200.00 1 <br /> , 412.00 200.00 430.00 200.00 1 <br /> . 156.00 216.00 166.00 286.00 3 <br /> , 146.00 200.00 156.00 286.00 3 <br />10 166.00 286.00 176.00 200.00 3 <br />11 146.00 200.00 1S6.00 172.00 2 <br />12 166.00 172.00 176.00 200.00 2 <br />13 .00 200.00 146.00 200.00 2 <br />14 176.00 200.00 412.00 200.00 2 <br />15 .00 172.00 156.00 172.00 . <br />16 156.00 172.00 166.00 172.00 . <br />17 166.00 172.00 430.00 172.00 . <br />ISOTROPIC SOIL PARAMETERS <br />4 Type(sl of Soil <br />Soil Total Saturated Cohedon Friction Pore Pressure Pie1:. <br />Typo Unit lilt. Unit lilt. Intercept Angle Pressure Constsnt Surface <br />'0. Ipcfl Ipcfl Ipll) (deq) Paramo (psl) No. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1 <br />2 <br />3 <br />. <br /> <br />120.0 <br />120.0 <br />110.0 <br />130.0 <br /> <br />130.0 <br />130.0 <br />115.0 <br />132.0 <br /> <br />.0 <br />.0 <br />.0 <br />.0 <br /> <br />38.0 <br />38.0 <br />25.0 <br />45.0 <br /> <br />.00 <br />.00 <br />.00 <br />.00 <br /> <br />.0 <br />.0 <br />.0 <br />.0 <br /> <br />1 <br />1 <br />1 <br />1 <br /> <br />1 PIEZOMETRIC SURFACE IS) HAVE BEEN SPECIFIED <br /> <br />I <br /> <br />Unit Weight of Mater - 62.40 <br /> <br />Pie:collletric Surface No. 1 Specified by 6 Coordinate Point I <br /> <br />I <br /> <br />Point X-water Y-Water <br />'0. 1ft) (I ~) <br />1 .00 230. ~'.i <br />2 32.00 230. 'J:) <br />3 62.00 245. (;'J <br />. 160.00 245. Vi; <br />S 168.00 267.G() <br />, 395.00 279.:)(.' <br /> <br />I <br /> <br />I <br /> <br />A Critical Failure Surface Seacching Method. Using A RandOM <br />Technique For Geneutinq Circular Surfaces, flas Been Specified. <br /> <br />Janbus Empirical Coet. 11 being used for the case of c-O <br /> <br />I <br /> <br />I <br />