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0 <br /> D <br /> r <br /> 0 <br /> c <br /> r <br /> Veneer Cover Stability: -D-I <br /> Wedge Stability-PseudoSuUc Analysts 0 <br /> Project Name: Corral Hollow Z <br /> Project Number: 143515 N <br /> catculanon By: Sean floret <br /> Date: 3/2712012 <br /> Checked by. Pam Thomas Date: i17: C <br /> Are you workmgm SI uruts7 no 0 <br /> UBJU newriptlen of Vn1abM 0 <br /> W. Ib total Weight ofAcbve Wedget- r <br /> W. th I otal Weight of Pasuve Wedge rb +,Lf� <br /> N, tb Effective F ace of Actrve Wedge Normal to the I allure Plane FJ = 'L D <br /> gamma 112.0 <br /> pd unit Weight of cover Sod 0 <br /> h z.0 h thickness of cover Sort Cn <br /> l IS.O h LengthofSlope Measured Along Geomembrane ii11� <br /> Beth 18.4 deg Slope Angle a talo W <br /> Ph! 32.0 deg f nctwn Angle o/Cover Sal b Ibl$ r <br /> delta 21.0 deg interface Friction Angle Between Cover Soil and Geomembrane C Iblh <br /> C. lb Adhesne force between Active Wedge Cover Sod and Geomembrane <br /> C. 0.0 psf Adheuon Between the Active Wedge Cover Sal and Geomembranea=(CsK�+JVa sin))COs$+C,tYr cosi 0 <br /> C Ib Cohesive F orcc Along the f anure Plane of the Passive Wedge b C gr+27%in P)sin un 0+ N tan 4+C 1r <br /> IC a a 8� 6 w ° .Cos)g'rz+(t+We tan O)am�� � <br /> c 0.0 psf Coheswnofthe Cover Sod C= ('ataaS+C.)MAsinpuuO 2 <br /> C, 0.420 g Seismic Coefficient ill <br /> C,W. lb SersmecforceofActive Wedge M <br /> C,Wr }�i lb Seismic Force of Pasuve Wedge D <br /> FS 0.62 factor of Safety Again&t Cover Sliding on the Geomembrane r <br /> 0 <br /> {/r !t Commen Note&. 0 <br /> lA stn8 �'-� C. <br /> c°ll sm8� Mtip_}hz <br /> it =sin 20 <br /> m <br /> 14=llA cos <br /> Reference: <br /> Koerner.R.&Soong.I.-Y.(1998)•Analyse of Design Veneer Cover Soih.Retrieved December 23.2011.from Landfill Tech:http://www.landfillteche*VAnicle/Uploadides/200911/29D9110709114338.pdf <br />