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Em <br />E <br />400 <br />X0111 <br />200 <br />0 <br />Foothill LF; Module 1 Slope Stability --Section AA; Static; Run#A_S 1 Jb <br />N:\PROJECTS\EMCON\SJOAQUIN\FOOTHILL\STABL\AA\A_S1JB.PL2 Run By: NK 06/18/2002 1:40PM <br />Soil <br />Soil Total <br />Saturated Cohesion Friction Piez. <br />Desc. <br />Type Unit Wt. <br />Unit Wt, <br />Intercept <br />Angle Surface <br />No, (pcf) <br />(pct) <br />(psf) <br />(deg) No. <br />Subgrade <br />1 120.0 <br />13.0 <br />0.0 <br />32.0 0 <br />MSW <br />2 65.0 <br />75.0 <br />100.0 <br />33.0 0 <br />Interf-1 <br />3 100.0 <br />100.0 <br />0.0 <br />10.5 0 <br />interf-2 <br />4 100.0 <br />100.0 <br />0.0 <br />10.5 0 <br />£e <br />2 <br />2 <br />2 <br />2 <br />11 <br />2 <br />2 <br />2 <br />1 <br />0 <br />LEMCON/OwT, <br />100 200 300 400 500 600 700 <br />STABL61­1 FSmin=1.40 <br />Safety Factors Are Calculated By The Modified Janbu Method <br />