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Ki <br />m <br />R <br />400 <br />m <br />Foothill LF; Module 1 Slope Stability --Section AA; Static; Run#A_S 1 Sb <br />N:\PROJECTS\EMCON\SJOAQUIN\FOOTHILL\STABL\AA\A_S1SB.PLT Run By: NK 06/18/2002 1:41PM <br />Soil <br />Soil <br />Total <br />Saturated Cohesion Friction <br />Plez. <br />Desc. <br />Type <br />Unit Wt, <br />Unit Wt, <br />Intercept <br />Angie Surface <br />No. <br />(pcf) <br />(pcf) <br />(psf) <br />(deq) <br />No. <br />Subgrade <br />1 <br />120.0 <br />13.0 <br />0.0 <br />32.0 <br />0 <br />MSW <br />2 <br />65,0 <br />75,0 <br />100.0 <br />33.0 <br />0 <br />Interf-1 <br />3 <br />100.0 <br />100.0 <br />0.0 <br />10.5 <br />0 <br />Interf-2 <br />4 <br />100.0 <br />100.0 <br />0.0 <br />10.5 <br />0 <br />a <br />2 <br />2 <br />2 <br />1 2 <br />2 <br />2 - -- -- <br />1 <1; <br />1 <br />Shaw EMCON/OWT, Ina <br />100 200 300 400 500 <br />STABL61­1 FSmin=1.54 <br />Factor Of Safety Is Calculated By Spencer's Method of Slices <br />600 700 <br />