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\'nrrn MEW+V-w".-Yww MEW. V- MSEWY MSEWV--MIEN• V-a MVEW.V-.-n WEN.V-M3,V- MEW, V---.MYEW.V-WEWV-wMSEW.V-a M4EW V-.s MVEN.V-.o MSEW.V.WEW.%. MSEW.V-.rM 'V..e Ma .V..rn MEW. V-sn MSEW'•V-w MfEWY-.s MSEN• <br />MSEW -- Mechanically Stabilized Earth Walls Kikuchi Retaining Wall <br />Present Datc.Titne: Tue Mar 09 13:18:41 2021 C:".Users''•henry.wrighP•DocumentslMSEW Files',7833 LnU-5.33 Foot.BENp <br />V-.q MSEWV..o MWW-V-rbMW-V-.r WEW-V- M3 ,V..aMEW.V..w MEW.V...-w MEW V. Ml W. V..sMEW. V..w MSEW V- M%rWV--MSEN•V-w MVEW-V--M%W.V-MSEW. V-MiEW. <br />INPUT DATA: Geogrids <br />(Analysis) <br />D A T A <br />Geogrid <br />Geogrid <br />Geogrid <br />Geogrid <br />Geogrid <br />type 91 <br />type #2 <br />type 43 <br />tvve #4 <br />type 45 <br />Tult (lb/ft] <br />4700.0 <br />Durability reduction factor, RFd <br />1.10 <br />Installation -damage reduction factor, RFid <br />1.10 <br />Creep reduction factor, RFc <br />1.58 <br />N/A <br />N/A <br />N/A <br />N/A <br />Fs -overall for strength <br />N/A <br />Coverage ratio, Rc <br />1.000 <br />Friction angle along geogrid-soil interface, p <br />24.00 <br />Pullout resistance factor, F* <br />0.80-tan� <br />N/A <br />N/A <br />N/A <br />N/A <br />Scale -effect correction factor, a <br />0.8 <br />Variation of Lateral Earth Pressure Coefficient With Depth <br />Z K/Ka <br />0 ft <br />1.00 <br />3.3 ft <br />1.00 <br />6.6 ft <br />1.00 <br />9.8 ft <br />1.00 <br />13.1 ft <br />1.00 <br />16.4 ft <br />1.00 <br />19.7 ft <br />1.00 <br />0.0 <br />0 <br />Z [ft] <br />6.6 <br />9.8 <br />16.4 <br />26.2 <br />32.8 <br />K/Ka <br />1.0 2.0 3.0 <br />V..w MLEWV-.m MSEN•Y'-w M9EO"-V-.r MSFN'-V'mMM3EW. V'--r MiE W. Vw MSEW.':..a MEW. YarnWEWS'n.nn MSEW'•V-a MSEN'•Y-.r M4FN-V-.s MRW'-V'mw MSE9'-\'..w MiEI'+V-r MSEW l'we MSEWY..�MEW.Y-.r MSEN'.V-a MVER'•V-.m MYi'-V'nr NfER'-Ve..r MS[A'-\'.r-r MiEi'• <br />Kikuchi Retaining Wall Page 3 of 5 <br />Copyright ,c) 1998-2021 ADAMA Engineering, Inc. License number MSEW401027 <br />