183_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011

183_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011 - •...

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SL9 if '117'0" and In, .Iffiijl 19 tbe possibility that the depth of the failure may-be limited by a11ar~ stratum (O[JH-: Taylor 1 for $ = f-'i 0.18 For > 53·, use $ o .,. Note: Taylor 1 analysis and chart is short term, for total stress. (There is no consideration of seepage forces or effective stresses.) ,; I 0.17 , , eli / rt? 0.16 'V ~ O.l~ ~ '" ,. - ;: 0.14 :ii E , c ~O.13 0 :a " ~ 0,12 0.11 0.10 '::~ .. Case A. Use full lines of chart; short dashed lines give n values. ~H > ,
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Unformatted text preview: • Case B. Use long dashed lines of chart 0.09 1 2 Depth factor D 3 4 Calculate the FS, using~~oI,l.,. .a ... ""I.llIl1"."I'I".'=· ====================== c FS c =--where c = available cohesion NsyH N s = stability number required for FS, = 1 (from chart) y = soil unit weight (Ym or, if submerged, "() H = height of slope (if FS, =1, then H = H" = critical slope height) FS, = factor of safety with respect to cohesion...
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This note was uploaded on 02/10/2012 for the course CEG 4012 taught by Professor Staff during the Fall '08 term at University of Florida.

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