Laserfiche WebLink
t _�iSL"\l� �lccham� II� Si�bihzed Harth 11'alla' . �- � ` _ ^' M1'� - \lnumair�iew [3u�mew Ccnter Div 4 <br /> Iu��.-�u � �c�^q i c,v r i ektt:�in�rrW „m c u ��� iw�w���u�a� <br /> � SOIL DATA <br /> RLINPORCI:D tiUli. <br /> Unit��richt. y 125.0 Ib�ft ` <br /> ( UcsiEn��aluc of intcmal angic of Giclion, p 34.0° <br /> I RGTAINL'D SOIL <br /> Unit��cichi. v I?S.OIh'ft' <br /> f Dcsigu caluc of intcm;d anglc of friction, C 3d.0° <br /> � POUNDA7lOK SOIL(Considcrcd as an cqcivalcm unifomi soil) <br /> L•qui�•alcnl uni��ccicht. v.,.,�� 125.0 Ibifi ' <br /> I Gqui��alent intcmal anele uf Giciion, q��„ 34.0° <br /> Lqui��alen�cohesimi, c„��„ 100.0 16'ti� <br /> \Pater tahle does not a17ic�bcaring capacity <br /> ILATERAL EARiH PRESSUflE C(IEFFICIENTS <br /> Ka(intcrnal slabilih')°-0.2R27 (if ballcr is Irrs thon 10'. I:�� is calculaicd liam cy. I5. ilihcrni.c.cy. 3S is u�ilizcd) <br /> I Inclinalion of intcmai clin nlanc, w=G2.00° (scc I�ic. 28 in D1:�10 82). <br /> Ka(exicmal stability)—O.dOG2 (if baucr is Icss than 10`.Ra is calculatcd Gom cy. I[,. nth:i���i.e.eq. 17 i.milizedl <br /> BEARING CAPACIiV <br /> � I3caring capucity coc0icicnts(calculntcd by n1SL11'): Nc=42.16 N y=41.06 <br /> � SEISMICIiY <br /> � No�c: spccificd �x�canbincd with 1 and 8 Produced a squarc root of-0.05 in cq. ;7a. <br /> A1SC-\'1'sc�Ihis::quarc ronl�0 7_1=R0 sn that thc F:ac could bc calculatcd. Bc a���arc ihat thc cr.d icsults arc <br /> likcly c�roncrn�s and ARI:PROVIDGU I OR INPORTIA"1'IOD:Ghl.l' <br /> �lnaimmncruund.cccicrationcocfficicnL �x„ = O.ISU <br /> � Kae(r[�>Ol= OJ32S Kac(a�=Ol =0.3369 ,A Kac— 0.5y59 �scr cq. }� m D[�10 R21 <br /> Scimtic soil-gcngrid Giciion cocf7icicnt. I�" is 100.0"6 of i�s spccificci slaiic�:�luc. <br /> � <br /> ZU <br /> _ . _ _ _ .. � _ . . _ _ , _ . _ . . _ . .__ .._. . .._. _.__ .. . . .._,_.._. <br /> Vnumainvn� Ilucini:.(�enin Uic 4 Pagc:nf 4 <br /> C��pynghl4' I')Yri.211U4 ADA�1A hiiginccring.lna Licrn�cnumM1cr M.U5�0534 <br />