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_ _ .._ _.._ ._ _ . _ _.,._ _ . _ _ _,. <br /> t �1bL\\ �tcchamcalh Stabilv�d �anh \1�IIti Dlountaim�ew Businea Center Div 4 <br /> r � <br /> INxmIM i Nd�m:�CF�.Ui OOl � PSIFtIa(I11:PIS1 -vam\ReUrv �ILCEN"qfm!NF] <br /> I soi�oarn <br /> rtr_�NFoacri�sc,ii. <br /> Unit�rcicht. v 125.OIh�G ' <br /> � Design aaluc of imemal angle of friciion, p 34.0° <br /> I IZI�I�AINI:D SOl I. <br /> Uni��aeicht. v 125.OIhl(t ' <br /> ` Design��aluc of imcmal anglc of friction, 4 34.0° <br /> IPOUNDA7lON SOIL(Considcred as an cqui��alcnt unifom�soil) <br /> �Uuivalcnl unil�ecin.ht. v...., 125A lbifi' <br /> � [yui��alenl inlcmal an�lc of friclion, a,.,��„ 34.0° <br /> Gqui�alcntcohcsion. c��.,., 100.0Ibft ' <br /> \1';uer tabic docs nol affca bcaring capaciq, <br /> � LATERAL EART'd PNESSURE CAEFFICIEATS <br /> Ka(in�amal s�abili�v)- 7.2R27 lif ba�tcr is Icss tlian I U`. R:i is c;ilcul�i�cd IFom cy. I 5. U�hcn��is..cq. 3R is utilizcd) <br /> I Inclinalion of inicmal d�n planc. w=G2.00° (scc fic.2ti in DI?�IO R2). <br /> Ka(cslcmal stabi5ty)= OAOb2 (if ba�icr i�Icss Ihan 10°. Ka is calc��la�cd Gom cq. 1 fi. nlhcrn�icr.cy. 17 i.tniliudl <br /> BEARING CAPACI7Y <br /> IBcaring capaciry cocl7icicnis(calculatcd by MSf\\'): Nc=42J 6 N y=a I A6 <br /> SEISMJCITI' <br /> I No�.: snccificd �x„«mbincd�ciih 1 and fi nroduccd a squarL rool of-0.05 in cy. 37a. <br /> �iSl:\V se�this square rnot to 7_CRO�;o ihal ihe Kae could he calculaieJ. Be a�sare thal the end resulu are <br /> likcly crroncnus and AKI:PROV]DL'D FOR INfORM,1'I ION ONLY <br /> i htasimum cround acccicration cocflicicnL �r„ = 0.150 <br /> I:ac(rz,>O)=0.9325 Kac I a..=�l =0.33fi9 �1 Rac= 0.5q59 1>�•<<y. ?7 in D[�10 R2) <br /> Sci�mic s�.�il-gcogrid frictirni coefticicni.I�' i� 100.0"f�of its spccificd s!aiic�mluc. <br /> I <br /> I <br /> i <br /> � <br /> 1 G� <br /> _ __ . . _ . . . . ...__ . . ... . . _ _ ._ .. . _ . .. _. _. . ._� _.._ _,...._ _. __ _. __ _ ,_ _ _. __.. ..-- - <br /> Ai��unlaim icw�liu.inc..Ccmc Dir 4 Pagc 2 ul 4 <br /> � r('opyngh� �� 19oR.UOq qUAA1A linginecnnp.hm. Licrnsc numbcr A1-US-0514 <br />