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- rwf NIMNHwv NM fv..f//YpINYYw IIV11Nrw�IYYYfN\��MWINYwfIfW(Yfw..I4MO.vw�Il WIN1Yr IIYI[N\LVY/YYtNfMYNYN�111r.YN11MN1bw11 WlMvr.YNM11Ntbwf). VwH1Y{YiYwN4Mflli�NblNY1rJ1101VY�l0YMWi��N <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: Thu Feb 09 14:05:55 2017 C:\Users\henry.wright\Documents\MSEW Files\4011 LnL\34.67 Foot Tiered.BEN <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geo rid Geo rid Geo rid Geo rid Geo rid <br /> g g g g g <br /> type#1 type#2 type#3 tvpe#4 tune#5 <br /> Tult rib/ft] 4700.0 5900.0 9500.0 13705.0 20559.0 <br /> Durability reduction factor,RFd 1.10 1.10 1.10 1.10 1.10 <br /> Installation-damage reduction factor,RFid 1.10 1.10 1.10 1.10 1.10 <br /> Creep reduction factor,RFc 1.58 1.58 1.58 1.58 1.58 <br /> Fs-overall for strength N/A N/A N/A N/A N/A <br /> Coverage ratio,Rc 1.000 1.000 1.000 1.000 1.000 <br /> Friction angle along geogrid-soil interface, p 24.00 24.00 24.00 24.00 24.00 <br /> Pullout resistance factor,F* 0.80-tar� 0.80•tanp 0.80•tanp 0.80•tanp 0.80•tanp <br /> Scale-effect correction factor, ot 0.8 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 <br /> 19.7 ft 1.00 16.4 <br /> 26.2 <br /> 32.8 <br /> Soundview Business Center Page 3 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> IrleWt►rrNusEu-ywy,.quscx_xmvausEv vw�zaysiw.yY�yuscu:.�wls_wprnNWRl1�YWw%�YiYN.Iw/gYalrxuusc+'.anauMoa.ta�WYlefrLusalvs.�.?4:Ppmminlst�.9rana��1'wYYYirrlWii,Nw�ll�ltsrl-_ <br />