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YmnntOM41tV\'rn.ntCAli(l\' pflc(x \'.nmtokS( 10A15[Xtm.1(I:ftato1.ISf.N YmmtauSF 'C 'm-. Rt nlCtliFtt tnwntOA•..N i(N'trm,14 AX[N t'nu.+'.Sn <br /> MSEW--Mechanically Stabilized Earth Walls T-7342,4 Panel LockT <br /> Load,Parking <br /> g { <br /> Present Date/time:Wed Jun 22 11:47:17 2016 G\USERS\KRoberts\7342 Seaway Center\Lock n Load\T 7342 4 Panel 1.nL WalIBEN <br /> � �+t4rHM.t).}ST2..!2l:'SY.'�..'ytMeSWt.,eesu}nf7A.7L:o?x."Ami.._s°1-�'�.'=%T�2__.....�..-_:,.t!!.r.7}_J-m^T.L4.4A'ti:Shrlllil:.'VR.�}.Qn4w4'r_Mll9Xi�?!•:n_fQdl+*tNlire34:!4Ew`}:A�R�$.�!t+1Yi.2 Berlr,.n1B ,s+i.we?.9Wv4vw10Mn!'+MY.}.2F�Qrv+!!?.IH�C+�q:•±t.._,,.,.. <br /> SOIL DATA <br /> REINFORCED SOIL <br /> Unit weight, y 125.0 lb/ft 3 <br /> { Design value of internal angle of friction, 4) 34.0° <br /> RETAINED SOIL <br /> Unit weight, y 125.0 lb/ft <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 mu;v. 130.0 lb/ft 3 <br /> Equivalent internal angle of friction, 44.0,. 36.0° <br /> Equivalent cohesion, c equly 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, NJ=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 /> { <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)=0.4561 Kae(Kh=0) =0.2463 O Kae=0.2098 (see eq.37 in DEMO 82) <br /> Seismic soil-geogrid friction coefficient,F*is 80.0%of its specified static value. <br /> l , <br /> { <br /> inn-f1wYe\...I�wrr.wPft W\'14....»Y{tw♦'wrnY»rtr..flllittw2'ae..)swswll(.rl»wx.'u...lewxrty»vrwt...ltrtfww�.»M6wsrr)Nww\wr»unw•sN.e.»wtvc\s.laltlTrVi\..siaoPMgvtswn\Vs»snnlw..»uatwta+.»�rc*'vueSe <br /> T-7342,4 Panel Lock+Load,Parking Page 2 of 4 <br /> Copyright C 1998-2008 ADAMA Engineering,Inc. License number MSEW-301803 <br />