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� _A1SL-\V Mechamcalh Stab�lized Lanh Wallc ,^ M, ' y^_ �� m_ « T Mountamvicw BusinessCrnterDiv4 <br /> r, . iun �i,M u�ncm ru , i�x+�, � �<ertsnaarrv. vF.m. �n�a�a�izm��ui:. <br /> ,. _ -� ._ . .i ._.,..�. ._..— <br /> I SOIL DATA <br /> R[IN�ORCI:D SOIt. <br /> Unii v:cichl. v 125.0 Ih/fl ` <br /> I Dcsif�,n valuc of imcmal am�lc o(friciion, p 3d.0° <br /> RL'"1'�VNLD SOII <br /> Unit wcich�, v 125.0 Ih ft ' <br /> I Design��aluc of intcmal angle of Giciion. 6 34.0° <br /> POUNDA7lOr SOIL(Considered as an cyuivalcnt uniform soip <br /> liquivalcnl unit�ecieht. vm�.,� 125.0 Ib/f� ' <br /> I I.Uui�•alcnl in�cmal an¢Ic of fnction. y1„��„ 34.0° <br /> f_quiv:�lrnt cohesinn, cry�,,. 100.0 Ih�ft' <br /> \Vnter�ablc docs nui:dfcc�bcnring capaciq� <br /> IIATEIiAL EAR'fH PR[SSURE COEFFICIE�TS <br /> Ka(intcrnnl stahiliivl=0.2R27 (if bancr is Icss thmt ]0°.6n is cnl.ulaied :iom cy. I5. Uihcncisc,cy. iti u w'lizcdl <br /> � Inclinaiion of in�cmal slip plane. w—62.00° (scc Pic. 2fi in D1=�f0 R2). <br /> Ka(estcmal stabilit}•)=OA062 (if battcr is Icss�han 10°.Ka is calculatrJ from cq. 1 G. Othcnci�c.cq. 17 is utilizcdl <br /> BEARING GtPACIiY <br /> � Br.iring capaci�p cnefTicicn�s(calculatcd by A4SGN): Nc=42J G N y=d I Ab <br /> SEISMICITV <br /> Notc: specificd n„comhincd wiih 1 und fi Producrd:i squarc rool of-0.05 in cu. 37a. <br /> I �IS6\\'scl this xquarc rool l0 7_I:RO so that Ihc ICac could bc calcula�cd. Bc a��'arc tha��hc cnd resuhs arc <br /> likcly cRoncous nnd ARI:PROVIDGD 1'Olt INPOR1�1AllON ONLI' <br /> ?�laximum�round acccicration cocfficicnt, n„ = 0.150 <br /> I I:ac(rU=0)=0.932fi Kac(��„=O) =03369 c� Rac=U.w59 �scc ry.i7 in D[R10 R'!) <br /> ticismic soil-grogrid Inctirni cociTicicm.I°" i� 100.0"6 of its specificd slalic��aluc. <br /> I � <br /> \iuunlaincic�� l3u.inai(�'enle�l. .._..,. .__.r�.... ..,._. ,. . ... . _.. ...�. _.. .. .._ ...,_.. ._ _. ..,..,.....M..._ .. ._. ..,,__ ..,..__.,.,.__....._� <br /> �i�a r�Fc z�r a <br /> . Copy�ighi�-�1'I�A-20114 AUAAfA 17nginn•nnE.Inc Liccnsenumbcr M-U$-1153i <br /> I . . . . . _ . . . _. ' _ ___ _ . <br />