31_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011

31_CEG 4012 Notes Fall 2011 CEG 4012 Notes Fall 2011 - p14...

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p14 Different ways to look at data from a Consolidation Test: (data from San Francisco Bay Mud, Holtz & Kovacs, 1981) Stress, kPa Strain Void Stress Ratio 0' £ e kPa 0.000 2.600 0.0 0.013 2.555 2.8 0.031 2.490 5.2 0.138 2.105 10.4 0.235 1.755 20.0 0.315 1.465 40.0 0.385 1.215 80.0 0.367 1.280 20.0 0.339 1.380 5.2 0.283 1.580 0.0 t----t-----t---.- - e=(l-+ A :,) M = ((1 + eo )Ova) where Ova is the stress corresponding to M (good over range of Cc) 0.435C c 0.35 -~~;::-- ~ i-r-t-+-l---:l:::::::J 0.40 +- o 10 20 30 40 50 60 70 80 90 100 I, ~ 90 100 100 .... ------- 10 log Stress, kPa 1.2 -:-
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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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