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<br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center
<br /> Present Date/Time: Thu Feb 09 14:18:30 2017 C:\Users\henry.wright\Documents\MSEW Files\4011 LnL\32 Foot Tiered BEN
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<br /> INPUT DATA: Geogrids
<br /> (Analysis)
<br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid
<br /> tune#1 tune#2 tvne 93 tvve#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•tat� 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 /> I
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<br /> Soundview Business Center Page 3 of 5
<br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109
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