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-SCN-�IMf\r.�lirN�r.w.� ♦1'w.l��\�N N irt'�.NMMt\N�s•rNrr�.NM1TtY�gM \�r.N11�r tIM114gw#1 Y NVrr•w...•Me\'w.H NMRt4�fsWA'1t�.N NIIMV/aNr11i N <br /> MSEW--Mechanically Stabilized Earth Walls Soundview Business Center <br /> Present Date/Time: Thu Feb 09 12:16:51 2017 C:\Users\henry-wright0ocuments\MSEW Files\4011 LnL\44 Foot Tiered BEN <br /> INPUT DATA: Geogrids <br /> (Analysis) <br /> D A T A Geogrid Geogrid Geogrid Geogrid Geogrid <br /> tvne#1 type#2 type 93 type#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•tanb 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 /> 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 <br /> I <br /> \.-...rrr....�..Mu.....rm...n..• ..wrrw...rwrrr.rwr..�Nwrw..1.rrrrw..•rrNrs....lrrwrw�r.r.mrr.r.Nwxrrw.irrr\wwprrwrr.N.mr\r.Nrixrw�nwww...rrrw�.•irrtrr....irwrrw.•. <br /> Soundview Business Center Page 3 of 5 <br /> Copyright©1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br /> wJIIISEA'4'unq?9?ISEtY 1'mm307Wf.\N.rMMNNLrM3ljllSi.4�1►INFwI..+•31W1�:lr.rMWtts[r�i�M1Y[1'ew1�W6/L+w711MLLN\r.0 Wax_4..++1NtMA>•.rtlillluczYrloa.sru3r4+uEY:t7rA4110:�Ltw+444.1wxa}uYN.tArl�- <br />