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n <br /> D <br /> r <br /> n <br /> C <br /> r <br /> D <br /> O <br /> Z <br /> Veneer Stability of Cover Soils <br /> ro*d Name- Corral Hollow commaw:Vencer mope with vod«slty=nd tsv,SW.s+e1 n drained candaWL31rD <br /> eject Number: 143515 Passive actix <br /> to of Calculation: 3/27/2012 0 <br /> lerformed By: scan Flores -y-I <br /> 3iecked By. Pam Thomas Date: 04/03/2012 D <br /> W_ <br /> units r <br /> ganv" 112.0 Unit Weight ofSoil t <br /> It 2.0 Thickness of the Sal Veneer % O <br /> H 8.0 Height of Slope from Toe to Geomembrane -n <br /> Beta 18.4 Angie of the Slope H = <br /> c 0.0 Cohesion of the Veneer Soil m <br /> phi32.0 Frkdon Angle of the Veneer Soil y "1 <br /> a U 0 Adhesion of the Geosynthetic Interface 8 Z <br /> deft& 210 Interface Friction Angie of the Geosynthetic interface r <br /> T 0.0 Tensile strength of Geosynthetic n <br /> tan 0 < <br /> FS 1.50 FS = tan S + cr + r t (2sin j3 cos2 J3) X <br /> Ctan/3� Cyt sin�� H 1 — (tan.8 tan 0) fn <br /> + 1/(sin P cos�) + HHt M <br /> I-yLHI 1 — (tan,8 tan 0) I l 3 <br /> Refemce:Giioud,L,sacihus,R.,&8onaaanc,&(1995,SeptembcrO7).StabilityojGeosynthctic-Soil Layered Systems on Slopes".6eosyntherics international,Vol 2,No.G pp.1115-1148. <br />