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<br />I <br /> <br />I <br /> <br />~. STABL/G .. <br /> <br />I <br /> <br />Slope stability Program <br />Portions of thi, program (e) 1992 <br />by <br />GEOSO"T <br />1442 Lincoln Avenue. Suite 146 <br />Orange, CA 92665 <br />U.S.A. <br /> <br />I <br /> <br />--Slope St,lbl1ity Analyd.-- <br />simplified Janbu. Simplified ai.hop <br />or Spencer" Method of Slices <br /> <br />I <br /> <br />Run Date: <br />Input Data Filenamel <br />Output Filename: <br />Plotted Output Filename: <br /> <br />09-21-1994 <br />contd.STB <br />contd.OUT <br />contd.PLl <br /> <br />I <br /> <br />PROBLEM DESCRIPTION Continental Dam, Downstream Section' 2+ <br />11, R...! 10,261 ft, l"ilter Worlr.inq <br /> <br />I <br /> <br />BOUNDARY COORDINATES <br /> 7 Top Boundaries <br />17 Total Boundari.s <br />Boundary X-Left Y-Left X-Right Y-Il.1qht So11 Type <br />Nb. 1ft) (ft) (ft) (ft) Below Bnd <br /> 1 .00 232.00 30.00 229.00 1 <br /> 2 30.00 229.00 152,00 290.00 1 <br /> J 152.00 290.00 170.00 290.00 1 <br /> . 110.00 290.00 190.00 280.00 1 <br /> , 190.00 280.00 284.00 250.00 1 <br /> , 284.00 250.00 412.00 200.00 1 <br /> 7 412.00 200.00 430.00 200.00 1 <br /> . 156.00 286.00 166.00 286.00 J <br /> , 146.00 200.00 156.00 286.00 J <br />10 166.00 286.00 176.00 200.00 J <br />11 146.00 200.00 156.00 172.00 2 <br />12 166.00 172.00 176.00 200.00 2 <br />13 .00 200.00 146.00 200.00 2 <br />.. 176.00 200.00 412.00 200.00 2 <br />1S .00 112.00 156.00 172.00 . <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!,) b' Soil <br />Soil Total Saturated Cohedon Friction Pore Prellure Piez. <br />Type Unit 1ft. Unit Wt. Intercept Angle Pressure Constant Surtace <br />No. (pc!) (pet) (pit) (degl Paramo (pi!) No. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1 <br />2 <br />J <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 />I <br /> <br />1 PIEZOMETRIC SURFACE (S) HAVE BEEN SPECIFIED <br /> <br />I <br /> <br />Unit Height ot Water - 62.40 <br /> <br />Piezometric Surtace No. 1 Specified by 5 Coordinate Point. <br /> <br />I <br /> <br />Point X-Water V-water <br />Nb. (ft) (ft) <br />1 .00 200.00 <br />2 30.00 200.00 <br />J 146.00 200.00 <br />. 156.00 279.00 <br />S 395.00 279.00 <br /> <br />I <br /> <br />A Critical Failure Surface Searching Method, Using A Random <br />Technique For Generatinq circular Surtace., Has 8een Specified. <br /> <br />I <br /> <br />Janbul Empirical Coef. is being used tor the ca,. ot CwO <br />100 Trial Surtaces Have Been Generated. <br /> <br />I <br /> <br />I <br />