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MSEW--Mechanically Stabilized Earth Walls Proposed Storage Building <br /> Present Daterrime: Fri Jan 00 13:04 21 2016 GALISERS\CdeckerkProposed Storage Building‘MSE WaIls\T Compact Keystone BEN <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> I <br /> DATA Geogrid Geogrid Geogrid Geogrid Geogrid <br /> type#1 type#2 type#3 type#4 type#5 <br /> Tu It [lb/fl] 4700.0 <br /> Durability reduction factor,RFd 1,30 <br /> Installation-damage reduction factor,RFid 1.12 <br /> Creep reduction factor,RFc 1.45 N/A N/A N/A N/A <br /> Fs-overall for strength N/A <br /> Coverage ratio,Re 1.000 <br /> Friction angle along geogrid-soil interface, p 30.00 <br /> Pullout resistance factor,F* 0.80-tar. N/A N/A N/A N/A <br /> Scale-effect correction factor, a 0.8 <br /> Variation of Lateral Earth Pressure Coefficient With Depth <br /> K/Ka <br /> Z K/Ka 0.0 1.0 2.0 3.0 <br /> Oft 1.00 0 <br /> 3.3 ft 1.00 Z[ft] <br /> 6.6 <br /> 6.6 ft 1.00 <br /> 9.8 ft 1.00 <br /> 13.1 ft 1.00 9.8 <br /> 16.4 ft 1.00 <br /> 164 <br /> 19.7 ft 1.00 <br /> 26.2 <br /> 32.8 <br /> Proposed Storage Building Page 3 of 6 <br /> Copyright 0 1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br />