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4'ar YsEW'. Yarn Ma - t'nw WE W V—MSEW. Vnw MYN• \'was MIEN• Vw.o NRW'- Vwen NSFW'* t'aes MSEW'+4'ww MaEW Vaw M[E WYaw YiEW. Yna NtEW l'num MEW • Vw�s Mgll'. Yn.s M1EW'• Vaa NSER'. Vwrn NSFA4 V..sn Yi[WY Yaw M EW'• Yarn )pEN'. Vnw YfEW. t'aw IESF.IV• Yw.s MYN• <br />MSEW -- Mechanically Stabilized Earth Walls Kikuchi Retaining Wall <br />Present DateiTime: Tue Mar 09 13:16:53 2021 C:'Users;henry.wright''.Documents`.MSEW Files17833 LnD.8 Foot.BENp <br />Vwwr NSEW'• V'ww Nam'.V'w•sM w-Yw•r NSEN.Vaw Nin9 4'wo YiEW.V.•wWEW'. Vwrn YY:N'. Vnw MSW'.VwwMSEWVwwNSEW'.Vw•s NIIW'-Ywww M4FR'-4'w•en Y5Ei-1'ar YiEI'. V.YEW. VagI EW V_E W'•VnaMIEN. Ynw MieW. <br />INPUT DATA: Geogrids <br />(Analysis) <br />D A T A <br />Geogrid Geogrid Geogrid Geogrid Geogrid <br />tune # 1 type #2 type #3 type #4 type #5 <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 N/A N/A N/A 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 24.00 <br />Pullout resistance factor, F* 0.80'tan� N/A N/A N/A N/A <br />Scale -effect correction factor, a 0.8 <br />Variation of Lateral Earth Pressure Coefficient With Depth <br />Z K/Ka <br />0 ft 1.00 <br />3.3 ft 1.00 <br />6.6 ft 1.00 <br />9.8 ft 1.00 <br />13.1 ft 1.00 <br />16.4 ft 1.00 <br />19.7 ft 1.00 <br />K/Ka <br />0.0 1.0 2.0 3.0 <br />0 <br />Z [ft] <br />6.6 <br />9.8 <br />16.4 <br />26.2 <br />32.8 <br />Vnnr N4EW'• Vaua MYN'• Ynw MSEW'-Your MiFN'-\'mr NiE4'- Yww MiF W 4'nsw NaFW. L'aw MSEW'• Yarn MSEN'• \'wrn NSEN'- Vnw N4EW'• Yw•wn M'iER'- t'wva M4ER'-Vmr M.iEW'- \"aw YiFW'- Yaw YfE'W t'ww YSE W Vwrn NM:N'• Ynw N4CV:• Vww MtCW'• Yw•m MtER'• Ynw NR W'-t'nrn MiFX- 4'era N.iF➢'. <br />Kikuchi Retaining Wall Page 3 of 5 <br />Copyright,.0 1998-2021 ADAMA Engineering, Inc. License number MSEW-401027 <br />