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� ^�1SIi\V 1�hch mn�lh St�bilvid Lanh R�alky..N•- - -..y.•' , . ...� . .. . . _ NMountainvieu Rusinesti Ccmer Div 4 <br /> n.���� � �c . A � � < i -i�.uisrutrr�� .m�,-.ir �sivanr.N�xrv <br /> � SOIL DATA <br /> RI?INPORCGD SOIL <br /> Uni��ccieht. v 125.0:6%ft' <br /> I Dcsi�n valuc of intcmal anrlc of friciion. p 34.0° <br /> RG'I'AINGD SOIL <br /> Uni��ecichi, v 125.016/ft' <br /> I Design�aluc of imcmal anglc of Giction, q 34.0° <br /> I�OUNDA'1'ION SOIL(ConsidcrcJ as an cyui�•alent unifonn soil) <br /> 1=quivalcnl unit�+•ciehl. vM,,., 125.0 Ib/fl ' <br /> I Gqui��aleni inicmal ancic of friction, ¢„��„ 34.0° <br /> Iqui��alent col�csion. c��.,,, 1OQ016'fl' <br /> \1'a�cr tablc docs not alTect bearing capaciry <br /> ILATERAL EARTI IPHESSURE CnEFFICIENTS <br /> Ka f imemal siabiliq9- 0.2R27 (if bauer is less than IU°.Rn i,calail:ued Gnm ey. I S. Olhencise.ey. 3F is utilized) <br /> I Inclinaiion of internul slin nlnne, w=G2.00° (see I�ir. 2R in DF�10 82). <br /> Kn(exicmal stabilily)= OAOfi2 (if baticr is Iess than 10°.K�is calcid;�ted Gom cy. I6. Oihern�i.c,eq. 17 i.ulilizedl <br /> BEANING CAPACITV <br /> II3cnrin�cnpncity coeflicicros(calculalcd by MSLR�): Nc= 42J 6 N�f- d LOh <br /> SEISMICITY <br /> I Nolc:specificd �t�crnnbincd�ci�h I anJ fi Produccd a wuarc mo�of-0.05 in cq. 17a. <br /> MSG\1'sei this square rool io 7_IiRO so ihat ihe Kae could be calculated. 13e a���an thai the end results are <br /> likclv crroncous and ARB PROVIDL•U FOR INPOFtA1AT10N ONI.I' <br /> �1.uimum eround ncccicralion cocflicieni, rY,. = 0.1$p <br /> � Kae 1 a,>Ol=0932R Kac(n�=O) =0.3369 �1 I:ac=0.5y59 �scc cq. 37 in D6D40 R21 <br /> Sci�mic snil-geogricl �iic�ion coc(rcicnt. P* is 100.0"6 of ils spccilicJ sta�ic��aluc. <br /> I <br /> I <br /> I <br /> � <br /> � <br /> . _ . .. _ _ .. _ _ .. _ .. _ ... _. ..__..._..._ ..__.._.. _ w,.� ...._ . . .,....,__. <br /> ' \1nuNaimuwBminr.+l'emtrUirJ lagc2nl4 <br /> , C'nprrighl a' I'�'�F..UIW ADA�1A ISnEi�i�nnA.inc. Li:cnsr numM1cr �t-US-(1534 <br /> � <br />