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\'�ININW Cwn�NYKW�w.I.VWYM))WW{1�.I)IIt{f\'w�wNMMWY^.)�YRW/1.w�)41fWY�HMI1WYwwNY4Y)1�.�.MR\y�NWY1Lw�IfMYW O��))YtWf.�{�WY\f�.HMtW .IMW�w�10WWtYw/11Y1fWNw.)VMrtT/I.VMWNI�.I. 1 <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: Thu Feb 09 13:34:47 2017 C:\Users\henry.wHght\Documents\MSEW Files\4011 LnL\41.33 Foot Tiere.BEN <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid <br /> type#1 type#2 tune#3 tvne#4 tune#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•tO 0.80•tanp 0.80•tanp 0.80•tan� 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 /> K/Ka <br /> Z K/Ka 0.0 1.0 2.0 3.0 <br /> 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 /> I <br /> Soundview Business Center Page 3 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> �.,,-••,rscx,,�.a .v�?arac+.�,ew.,cun,,.---- <br />