p14Different waystolook at data from a Consolidation Test:(data from San Francisco Bay Mud, Holtz&Kovacs, 1981)Stress, kPaStrainVoidStressRatio0'£ekPa0.0002.6000.00.0132.5552.80.0312.4905.20.1382.10510.40.2351.75520.00.3151.46540.00.3851.21580.00.3671.28020.00.3391.3805.20.2831.5800.0t----t-----t---.- -e=(l-+A:,)M= ((1+eo)Ova)whereOvais the stress corresponding to M (good over range of Cc)0.435Cc0.35-~~;::--~i-r-t-+-l---:l:::::::J0.40+-o102030405060708090100I,~90 100100....-------10log Stress, kPa1.2-:-
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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.