8_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011

8_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011 - 24m...

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I a z ~""f.r~;,,<, r <w, (",,,,1,; AGy = I x q Pt (m) (m) iJa (m) r/a~ I (kPa) C.L. 12 0 0 0 0 IS ':J Surface ,.()O A 12 6 0.5 0 0 o 'I () I'll B 12 6 0.5 12 1 h'f'l tt" C 12 12 1 0 0 f)· (,( ,o~ 0 12 12 1 12 1 (), H s). . E 12 24 2 0 0 0.28 44 F 12 24 2 12 1 0.19 30 G 12 24 2 24 2 0.07 11 S5 1 __ ! J a e: ale) q = 157 kP Stress Profil (almost to sc I at z = 24 m I AGy = ~t JI. .. __ ...... -r-r"'T""-,-~ l> ItfJ-
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Unformatted text preview: 24m 12 m o 12 m 24m check the P&amp;B chart using the Boussinesq formula: for B = 24 meters and q = 157 kPa at Point A: 1 8Gy = 157kPa 1-2 3/2 [1+[2~:~) ] at Point E:...
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