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-~ ~ Soil I NEW FILL <br /> Normal Stress Shear Stress <br />-- ~ psf psf <br />_ <br />~~ ` OAOi)Or•UOU U.000(Ir+OOU <br /> 0 j(N)Oc~(IU2 OAOOIIr+W2 <br />. - ~ I.0:5(IC ~ 003 7.1080r+00: <br /> I.S488r~003 I.0?~Sc•003 <br />.- ~ oY ?.07(r)r~0U3 i.?>20r+003 <br /> 3,I000r~U03 1.0989r•003 <br />•- <br /> <br />'- <br />w• <br /> cY ee .o if x: a fY a <br /> NOII+fN Saau IpYI la 10001 <br /> <br />._ f <br />._ R. <br /> Soil2 OLI) FILL < f <br /> <br />'- Normal Stress Shear Strrss ~ f <br /> psf psf <br />' <br /> U.(a)OOr+(><)b O.OnU(lc•tl0q <br /> 1 da(lOr •(1(13 d.SI IIOc ~ UU3 i f <br /> ~ x <br />_ 2.SHnnr'(10.1 fi ~o40C~11(13 <br /> S.76tlOc • 003 R.0 ~60r ~ (11.13 <br />•I <br />._ 2S 'f <br />-- ~ o <br />-- <br />._ ~ 0Y <br />w. <br />0Y 00 •Y •f 00 :f /0 N <br />Nomlal Slnfu IpYrl f. 10001 <br />Suil3 C OLLI~ IAI. <br />Normal Stress Shru Stress <br />•. <br />o f . s <br />fYOmW SIMa ID/~ 1. 10001 <br />psf psf <br />u.uoour-a)o o.oooor•ooo <br />0.59UDr00? •1.67UUc+002 <br />I.Ui40r•{)03 8.5(InIIC(1l1? <br />I A80Ur-0113 1.1500r• W3 <br />'.OSOUr-UU3 1.063 Ur • (lU3 <br />~.(1'_0Ur •0113 1.86311c • (N13 <br />MfilO COLOKAPO HIVF.R TF;BRACE <br />Normal Stress Shear Strrss <br />psf psf <br />0.000(k•0(IO U.(10(Hle•000 <br />0.5901k•U02 9.$(1011r+(Hl? <br />1.0300c-003 I.Sf10ur ~~ (N13 <br />10800r • U01 I AO(Nlr+ b03 <br />2.OA)lh •(103 :.30(Nlr 1003 <br />s.o?aur•on3 2rx1(nlroo3 <br />a.lax)~ Oo3 3.asour+on3 <br />LINCOLN DeVORE, Inc. <br />~.101t 111\1111111.IV 1.aa I:I IILU{.1>F> <br />:'~, <br />f 1 _. _ .. ~ -~y~_ <br />]0 , <br />^ :f <br />xr <br />.f - <br />c I <br />of <br />Yo of ~c .s :o :f fc xf •c .f <br />M1ort•u~SlraYa i0Yll 1. 10001 <br />I lfe"I~.R FlLL. RlIADSiI H. \11NL:, CAM[O. CO <br />FiRurc 2C Gll D. v?737-G1. Janu.frv ]e., 2U0' <br />A 14.8.7 <br />ltJevl Ot,n_., <br />