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n <br /> D <br /> r <br /> n <br /> C <br /> r <br /> D <br /> O <br /> Z <br /> i <br /> Veneer Stability of Cover Soiis <br /> Project Name- Corral Hollow D <br /> Project Number 14$51,5 Passive Acte =j <br /> Date of Calculation: 3/27/2012 0 <br /> Performed By: Scan Flores E to <br /> Checked By: Pam Thomas Date: 04103/2012 D <br /> C3 <br /> Units r <br /> gamma 112.0 Unit Weight of Soil t _ <br /> t 2.0 Thickness of the Soil Veneer I O <br /> H 8.0 height of Slope from Toe to Geomembrane -n <br /> Beta 18.4 Angie of the Slope <br /> c 0.0 Cohesion of the Veneer Soil } H <br /> � t m <br /> phi 32.0 Friction Angle of the Veneer Soil n v 'rl <br /> a 0.0 Adhes+on of the Geosynthetic Interface �} D <br /> delta 21.0 interface Friction Angle of the Geosynthetic Interface r <br /> T 0.0 Tensile Strength of Geosynthetic 0 <br /> tall 0 O <br /> FS 1.50 tan S a t 42sin f3 COs2 f3) M <br /> FS = [tan f3� + [�7t <br /> sin�, + 1 — (tan P tan 0) cn <br /> CD <br /> + c 1/(sin f3 cos f3) T M <br /> m <br /> [THI .1 — (tan#tan 0) [y—Htl � <br /> Reference:Giroud,J.,Sachus,R.,&Bonaparte,R.(1995,September 07)."Stability oJGeosynthetic-Sail Layered Systems on Sloprs".Geosynthetics International,Vof 2,No.6,pp.1215.1148. <br />