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MSEW--Mechanically Stabilized lEarth lWalls M �Soundview Business Center I <br /> w w m,m>o1sEw >oMIEw�,AM o1,s ��:015 oM „�>olsr w ,oM,Ew M <br /> Present Date/Time. Thu Feb 09 12 19:49 2017 C.\Users\henry wnght\Documents\MSEW Files\4011 LnL\42.67 Foot TieredBEN <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid <br /> I type#1 type#2 type#3 type#4 type#5 <br /> Tult [lb/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��»r11n'Ww11W .r»v1�W\'..�.>I�v1.f.V'�. YIIV\•�.NtlNr\1w.»Wr'V.�»4N4Y..1�»YIIr\1w»\MYx'w 11MMW�.w»YMr'\F-.NVVY\'�.IIVYYV�I NIM 1ww»IOtf{'r141N�tLr1A IIti.)\IMr N...MV'Iw..1111eY.w» <br /> Soundview Business Center Page 3 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> ..r 10Yux lw.11 YuxlW VrYx',.wlt Yua l..�IILLLx'.....::rux..-.uv,..�.Lru,�..»Yux.LrJaIYtMc...»w\rf...4War'L...uvYr.,...uwlY,�.i»tlta v,�.�uotflx�.uvYYIa.YML1tTt...laleQlr.YlWxc...uAtllTr�u <br />