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FLAC Stahility Analysis, West Elk Mine <br />C~ <br />JOB TRIE: aB raw <br />F1.1C rymlon 170) <br />LEGEND ca <br />dtt/199) IO:at <br />crop l]p5i9 •~• <br />~2pOpEWt a< 0.000EM1 <br /> <br />5.190E.W al< 0.7ISEb] _ <br />MaME Rtgbru _ <br /><i <br />RmCbn brm <br />Ala<Vaa0r• 1.6P)E.p <br />10 SE• L~ <br />Prvltlpll p9e5lm _ <br />• <br />AJi[. VMw • 2.OSEE.d _ ~~ <br />. ~y <br /> t' <br />0 t E 5 ' <br /> <br />SWtluro AYa. VaYte ~ r ' rr• <br /> <br /> <br />e ] IDawl 0.TtSE-0I m <br />~ IOa01e) 0.500E-0t <br />BacWry pa <br />.._....i.........~ <br />t <br />.. <br />0 2E t <br />11i1p COrFJWIQ Dra4. ~pC <br />' <br />AWVaepab~, Nl <br />nrnepro U9A <br />vrm s w us m m .a+ v <br /> r~..i <br />Principal stress tensors, reaction forces and ratio of axial load to <br />yield strength in the anchors (interface has thirty times the soil <br />strength) <br />• <br />JOB 1fiLE: aB rwv <br />FUC ry~nlpn7.70) <br />LEGEND <br />dnn~l tD.u <br />step TlA0.39 •~0 <br />•LSOOE.Ot a< t.150E.0.2 <br />S.IBOE.O] q< 0.a0E.O] <br />BpunOVY pa '~•. _A ~. <br />'~ <br /> _ <br /> ' <br />Alarlnd ReGW .p~ "# <br />. <br />'4r' ~ <br />t~~ <br />/ <br />• <br />- <br />~" <br />?y <br />' <br />" <br />CaW ppl t <br />. <br />, <br />: <br />" <br />v .4 <br />,,•w <br />: <br />rr <br />^i <br />y <br />' <br />£ <br />~ <br />~ <br />t <br />~ <br />MaV~r• ].001 E.W x~~ <br />.'•1 <br />.( <br />" <br />' <br />' <br />~ <br />`1ihA:~.+}' rm <br /> i. <br />•t~ <br />~µ <br />/ <br /> ttl4w <br />*~' <br />.V• <br />'+~' <br />; <br />~~- <br />MR. NauetraN lwamenl . <br />p <br />e <br />.a <br />.5:. atis <br />GOpblrlnNmF 250E-0] <br />AOrenssn: 0n0E.00 <br />aladmum 1.15E-02 <br />ao <br />Itue OasWtlnB Gram.lnc <br />N1e <br />vy2pah NYnnYW I1SA <br />ts ae um .a .m .o <br />..m <br />tre a m <br /> . <br />. <br />nw <br />Maximum shear strain (interface has thirty times the soil strength) <br />~J <br />Ball' <br />Ercpearg Carrya'ry <br />Appendix E <br />