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<br /> MSEW--Mechanically Stabilized Earth Walls Soundview Technology Center
<br /> Present Date/Time:Tue Dec 1J 13:53:00 2016 C:\Users\chase halsen\Desktop\Chase-Desktop Copies\Wall Designs\4011 05\42 67 Foot 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 42 tvpe#3 tvne#4 tvoe#5
<br /> Tuft [lb/ftl 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 1.05
<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,Re 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 21.33
<br /> Pullout resistance factor,F* 0.80-tar+ 0.80•tanb 0.80•tan� 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 0.0 1.0 20 K/Ka 3.0
<br /> 0 ft 1.00 0
<br /> 3.3ft 1.00 ZVO6.6
<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"I'echnology Center Page 3 of 5
<br /> Copyright© 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109
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