A consolidation test was performed on a specimen of inorganic clay 2.3 cm thick (doubly drained) and
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(a) If each increment is left on for 24 hours, determine the amount of secondary compression strain that will occur in both the recompression and the virgin compression ranges.
(b) One increment was left on at σ'v = 95 kPa for two weeks. What over-consolidation ratio resulted?
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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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