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<br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center
<br /> Present Dale/rime rue Oct 13 13 35 53 1015 C\(fsers\henry wright\Duwrrien1s\V1SFW Files1401 I LnL\33 33 Fool BEN
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<br /> INPUT DATA: Geogrids
<br /> (Analysis)
<br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid
<br /> type#I tvpe#2 tvpe#3 tvpe#4 tvne#5
<br /> Tult rib/ft] 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-W4 0.80•tanp 0.80-tanb 0.80•tanp N/A
<br /> Scale-effect correction factor, cc 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 Iftl 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 L 1998-201 l ADAMA Engineering,Inc. License number MLNL-301 l09
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