The following consolidation test data were obtained from undisturbed San Francisco Bay Mud. For this clay, LL
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The following consolidation test data were obtained from undisturbed San Francisco Bay Mud. For this clay, LL = 88, PL = 43, ρs = 2.70 Mg/m3 and w = 105.7%. Initially, the specimen height was 2.54 cm and its volume was 75.14 cm3. Plot the data as percent consolidation versus log pressure. Evaluate the pre-consolidation pressure and the modified virgin compression index.?
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Stress kPa Dial Reading mm Void Ratio Strain a Strain b Strain c 0 12700 2765 0000 0000 000 5 12352 ...View the full answer
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Related Book For 
An Introduction to Geotechnical Engineering
ISBN: 978-0132496346
2nd edition
Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan
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