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MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present DateJTime: Thu Feb 09 14:21:47 2017 C:\Users\henry wright\Documents\MSEW Fi[es\4011 LnL\29,33 Foot Tiered BEN <br /> omsswv�so msswv�„.a sssswv�„.o mssw vm,�sosisssvv�„.o anew v�,�nosrsswv�.osiscw va>�.o sinew v�.wnootifsew vn�.o nisew vn>�oa sisrw v�,�.onisewvn.�.oMsewv.�.a rnscw ve�somsEw.�.Ivuu1�...w+.T��y����.1�+euwprJsmew�y_ <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid <br /> type#1 type#2 tvve#3 type#4 type#5 <br /> Tult rlb/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, a 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 16.4 <br /> 19.7 ft 1.00 <br /> 26.2 <br /> 32.8 <br /> 1-.....wxr.�...vx+1�s.vuv-._._..wwn.wr+.nxnr..s.wwl�...nwxrrw.uwo�nuwwn...»rrxr...wwnxly.�Mwwlxrurn'w...N+rw.vr./ersxwwnMoww..r.wxw..roluwmwwvrwlwwl.waww..wwwar/e <br /> Soundview Business Center Page 3 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> 4o.+laK1t l.>•+u W1a lrlakpA'.lurH)W,A'l.».i_u.l a\rao�paA'S.rI�IWi Y }q,1;�]4JgtYS�.�4fiY.Wno Y111K1�ar�11N7L=Y <br />