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I'\: i0663(ili <br />~uccmher ?0, ?OOG <br />I he anuhsis aho~e indica0.•> that the r~iainc xlupc h:u a [hcurctical t'aclnr uf.afrt~ nl'ahl,w <br />1.6~ and thcretin'e is a,nsidcrcd a. ,tahk• <br />~4'e analyzed the post-constntction local stuhiliq ut'the embankment till along the road,~ay side <br />assuming dry conditions along the proposed roadway cross sections at Stations x-00. 7-07. <br />12+Ill) and 18-00. I heu ;mahses arc sho~~n heluw. <br />h1 ~ <br />ll ~~c~l.l~ ~1~ <br />1 X11 M FYI <br />nF~li "sPi`.il. <br />nh r, i ~ ~~ I'C <br />Y~~~f i ~ ~.Ir <br />'.1 t y. ~1 ~_. <br />l : t ~ <br />