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| Teaching Since: | May 2017 |
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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
Following are the results of a laboratory consolidation test on a sample of undisturbed clay obtained from the field.
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The height of the specimen at the beginning of the test was 25.4 mm, and the diameter was 63.5 mm. The moist specimen weighed 140 g and the water content was determined to be 19%. Estimate the compression index and the preconsolidation pressure from the e-log σ’ curve. Given: Gs = 2.7.
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