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.-....-.�..-.~.-.....-.~.-.^--....'-~~.-..~--..~..-.~~—~~.--.--.�..-.~.-....~.~.---..-...`.-.....-~~..-. <br /> M8EW Stabilized Earth Walls Soundview Technology Center <br /> ,"=*u*�n~"n=m"oum�a�w ovm=��" BEN`_ -.. _ .^~``.~.,_~~^..,°~~_..~`.~. <br /> SOIL DATA <br /> REINFORCED SOIL <br /> | Unit weight, y 125.0lb8t` <br /> Design value*y internal angle of friction, 32.0" <br /> RETAINED SOIL <br /> Dub weight, 7 1210|h8t3 <br /> Design value ofinternal angle o[friction, 32.00 <br /> FOUNDATION SOIL(Considered omuo equivalent uniform soil) <br /> Equivalent unit weight, yeq,* 125.0lb/d" <br /> Equivalent internal angle vf friction, �equlv 32.00 <br /> Equivalent cohesion, o =uiv O.Olb/ftx <br /> � Water table does not affect bearing capacity <br /> LATERAL EARTH PRESSURE COEFFICIENTS <br /> Ku(internal stability)~u.3O7J (if batter io less than l0",Kuio calculated from eq. lj. Otherwise,eq.J8i,utilized) <br /> Inclination oy internal slip plane, m~0l.O0" (see Fig.28in DEMO 82). <br />� Ku(external stability)~0.3O73 (ifbatter is less than 10',Ka.is calculated from eq. 16. Otherwise,eq. 17 is utilized) <br /> BEARING CAPACITY <br /> Bearing capacity cueffio{nots(calculated by M[08W0: Nv~35.49 Ny~3O2| <br /> SEISMICITY <br /> Maximum ground acceleration coefficient,/\=0.JO0 <br /> Design acceleration ooeffi6entiu internal Stability: Kh~&m=O.345 <br /> Design acceleration coefficient iu External Stability: Kb_d~O.l65 -^ K6~'&m=O.2|2 <br /> (Kbio External Stability io based ou allowable displacement, d~%5mm.using A&8BT02OO2equation) <br /> Kate(Kh>O)~O.4|30 Kmu(Kh~O) ~027O5 Z\ Kun~O.|424 <br /> Seismic aoil-8eughd friction coefficient,F* iu80.OY6oy its specified static value. <br /> noonov/v*Technology Center Page 2m5 <br /> Copyright(D 1998-2011 Aomwx Engineering,Inc. License number xLwL-3o/my <br />