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MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present note/Time: Tue Oct 13 14:09:41 2015 CllJserslhcnry wdghtkDocuin nts`,MS_W Piles14011 LnL18 Pool BEN <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid <br /> type#I type#2 type#3 type#4 type#5 <br /> Tult [Ib/ftl 4700.0 5900.0 9500.0 13705.0 <br /> Durability reduction factor,RFd 1.10 1.10 1.10 1.10 <br /> Installation-damage reduction factor,RFid 1.10 1.10 1.10 1.10 <br /> Creep reduction factor,RFc 1.58 1.58 1.58 1.58 N/A <br /> Fs-overall for strength N/A N/A N/A N/A <br /> Coverage ratio,Rc 1.000 1.000 1.000 1.000 <br /> Friction angle along geogrid-soil interface, p 24.00 24.00 24.00 24.00 <br /> Pullout resistance factor,F* 0.80•tar+ 0.80-tanp 0.80•tana 0.80•tanp N/A <br /> Scale-effect correction factor, a 0.8 0.8 0.8 0.8 <br /> Note:Z for calculating K/Ka and F*is measured from roadway surface(FHWA-NHI-10-024). <br /> Variation of Lateral Earth Pressure Coefficient With Depth <br /> Z K/Ka K/Ka <br /> 0.0 1.0 2.0 3.0 <br /> 0 ft 1.00 0 <br /> 3.3 ft 1.00 Z[ft]6.6 <br /> 6.6 ft 1.00 <br /> 9.8 ft 1.00 9.8 <br /> 13.1 ft 1.00 <br /> 16.4 ft 1.00 16.4 <br /> 19.7 ft 1.00 <br /> 26.2 <br /> 32.8 <br /> Soundview Business Center Page 3 of 5 <br /> Copyright 0 1998-201 1 ADAMA Engineering,Inc. License number MLNL-301109 <br />