A certain doubly drained clay layer has an expected ultimate settlement sc 18 cm. The clay layer,

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A certain doubly drained clay layer has an expected ultimate settlement sc 18 cm. The clay layer, which is 15 m thick, has a coefficient of consolidation of 4.7 x 10-3 cm2/s. Plot the sc-time relationship to:
(a) an arithmetic time scale
(b) a semilog time scale.
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An Introduction to Geotechnical Engineering

ISBN: 978-0132496346

2nd edition

Authors: Robert D. Holtz, William D. Kovacs, Thomas C. Sheahan

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