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n <br /> a <br /> r <br /> n <br /> C <br /> r <br /> Veneer Cover StabRity' <br /> Wedge Stability•PseudoSta'.K Aoalyus O <br /> Project Name: Corral Hollow Z <br /> Pro{tct Number: 143i1S N <br /> Calculation By. Sean I loris <br /> Date. 3/2712012 <br /> U) <br /> m 04/03/2012 <br /> Checked N: Pam Thomas Gate. C <br /> Are you woAtinf;in sl Units? no 0 <br /> jLaft neu 1pllom of vmtahtr 0 <br /> W, tb total Weight of Active Wedge <br /> W, lb IotalWeight ofvasuvvWedge FS — —b +17 2 — 4at D <br /> NA lb Effective I orce of Active wedge Normal to the I allure Plane �f <br /> mmerof G > <br /> gamma 112.0 pcf Unit Weight of CovS <br /> h 2.0 h Ihic►aeis of Cover Sod N <br /> C 2S_0 h Length of mope Measured Mong Geomembrane f of M Units D <br /> seta 18.4 deg Slope Angle ab/ft W <br /> Phi 32.0 deg f rict.on Angle Of Covet sal b Ib/fs r <br /> delta 21.0 deg interface t fiction Angle Between coyer sal and Geomembrane c m/ft <br /> C. tb Adhesive f ace Between Active Wedge Cover Sod and Gvornembrane <br /> C. 0.0 psf Adhesion Between the Active Wedge Cover sal and Geornecribtaner 0 <br /> c= <br /> (C.is'.+Na smP)—,0+C.Wr cos n <br /> C ib Cohesive force Along the tadurePlaneofthe PassiveWedge y=_I{C{y a+N,;ing);inpunO+;Natant+Cai(Cosjqi=+tC+ifptan0:cos,81 <br /> c 0.0 psf Cohesion of the Cover Sal C= ;',Va tan L+Ca)Cos.$sin P tam 0 <br /> C� 0.420 g Seismic CotffKien% m <br /> C.W. lb Seismic r orce of Active Wedge m <br /> C,WeCC ib Seismic f orce of Passive Wedge Z <br /> FS ©eQ� factot of Safety Againit Cover SLding on the Geomembiane r <br /> 0 <br /> t{ i Lab' h Comment/Notes: 0 <br /> \h sink , <br /> WA <br /> w (cl(A) N <br /> 0 f= C= :in '< <br /> sin_js N <br /> I <br /> NA—Kra COs$ m <br /> Refereixe: <br /> Koerner,K.C Soong.I.-Y.(19%).Anolyus otDrs+gn Veneer Cover Sorts.Retrieved Decernt*r 23,2011,from Landfill Iech.http://www.landfiiitech.n.tiArIKle/Uploadl Iles/200911/200'J110709114338.pdf <br />