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PN: J0663(iL <br />No~emhcr'_U. 2(106 <br />l he mtalpsis above indicates that thr existing slope has a thcroretical factor uPsafcty of shout <br />1.6~ and thercli?re is considered as siahle. - <br />Vve analyzed the post-constnution local swhilit} ul the emhankmcnt till along the roadna} side <br />assuming do conditions along the proposed roadway cross sections at Stations >+UO, 7 ~ 117, <br />12~QO and 18-00. 7hesc analyses are shu~an brluw. <br />~. ~ i„ <br />•. p, <br />b(6~,, trf;:,~t <br />^, h r'i ~ r,"~ <br />i.t, , <br />td,,;f, <br />~~ %~' ;; i <br />.I ; <br />.,~ F , as ~~ i ~~I' a:~ ~~ ,30 <br />,~:+ ; :' ~ <br />nr;L <br />nb r~ <br />'.~on+ <br />;,> r,, , <br />;: , :5i; <br />,, ~ _ <br />~) TRAIITIUFR:TN- <br />