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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.

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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