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V'�w)YNN'Y'\N..vllfat{'C.rrHNNY>1.�tbN#'R1Y�n./PY[fi{wulYldk'Ciw>[W!'Nnr,sYNSY'i..wnNNIR'SY®)Y/Rf V lMwiP>N1;1'N!-..N1M1'S'..Y-HMfA'S'haw/YMfM'V�-.IYNNY 1'w�.NNNY55sr SYNfF'F\'.}+IYYNM'1'..-..NNIA'Yw.slsaWa•s'�.a>PWT'S'Mealt <br /> MSEW—Mechanically Stabilized Earth Walls T-7342,7 Panel Lock+Load,Parking <br /> Present Date/lime: Wed Jun 22 1 1:51:23 201n G:UJSERS\KRnbertst7342 Seaway Center\Lock n Load\T-7342 7 Panel 1.)d.Wall nnN <br /> yaw.)oNSL1Ylaa0f3G15tN'voPQ^a .1 >oMs[w n..0_1,sw. ._.._.yPnu ous\x)aym2osrs[u 1pli w= ami.E.`nmtautoa1.iuinns o sgLN_YYaw,99 OW,f.>ncratMEwSshx3P.eAYfi<P'.,1f+tlM2Ster t§!^nH.M.I%Yt.VV.k$}SN Yr�t,+11,-4Pjpk54w!,Jy�1:-O ,_t!..-� <br /> SOIL DATA <br /> REINFORCED SOIL <br /> Unit weight, y 125.0 lb/ft s <br /> Design value of internal angle of friction, 4) 34.0° <br /> RETAINED SOIL <br /> Unit weight, y 125.0 lb/ft3 <br /> Design value of internal angle of friction, 4) 34.0° <br /> FOUNDATION SOIL(Considered as an equivalent uniform soil) <br /> Equivalent unit weight, y eoui,,. 130.0 lb/ft 3 <br /> Equivalent internal angle of friction, 4equiv. 36.0° <br /> Equivalent cohesion, c equiv. 100.0 lb/ft 2 <br /> Water table does not affect bearing capacity <br /> LATERAL EARTH PRESSURE COEFFICIENTS <br /> Ka(internal stability)=0.2827 (if batter is less than 10°,Ka is calculated from eq. 15. Otherwise,eq.38 is utilized) <br /> Inclination of internal slip plane, W=62.00° (see Fig.28 in DEMO 82). <br /> Ka(external stability)=0.2827 (if batter is less than 10°,Ka is calculated from eq. 16. Otherwise,eq. 17 is utilized) <br /> BEARING CAPACITY <br /> Bearing capacity coefficients(calculated by MSEW): Nc=50.59 N y=56.31 <br /> SEISMICITY <br /> Maximum ground acceleration coefficient,A=0.250 <br /> Design acceleration coefficient in Internal Stability: Kh=Am=0.300 <br /> Design acceleration coefficient in External Stability: Kh=0.300 (Am=0.000) <br /> Kae(Kh>0)=0.4581 Kae(Kh=0) =0.2481 A Kae=0.2099 (see eq.37 in DEMO 82) <br /> Seismic soil-geogrid friction coefficient,F*is 80.0%of its specified static value. <br /> MOM HMV:fa•HNNYYa X.MOC w+>tWI11..rwNWI[SasWM&V'fwNNR!'YrH>[tl!1'gso NN[R'CbrfYWY51.•••19 NNY5Nr1Y1[Ni'Nr�NYWY1vwlY <br /> T-7342,7 Panel Lock+Load,Parking Page 2 of 4 <br /> Copyright 0 1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br />