17_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011

17_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011 - 5...

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517 o Influence Chart for Vertical Stress Increase Beneath and Embankment (PerloH and Baron) 25 35 40 30 45 20 a -j T p t 11 5 6 8 00 50 3 a 1.0 05 VALUE OF ~ 02 0.1 0.2 0.5 VALUE OF a 01 0.05 005 0.02 002 20 ~- ,e ,. , 1 .8 1.2 ./ v. ~ ·v bit ~ LO l...- / 1/ / .4 0.9 / oe / 1/ 21/ 07 ..-- I \ a.• 1/ I II I I I btl ~O5 II I I I 0.4
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Unformatted text preview: 5 0.3 2 3 4 5 8 10. " 7 .15 ,J, b I ")-1-<11 P = UNIT LOAD OF 1/ EMBANKMENT 5 b/! :0 .05 r:;-O"Z=IKP "r a a 0.01 .'0 .0 .35 .45 .40 w .2 " ~ ~ .30 00' '0 w u ~.20 " ~ ~ z...
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