Assume that equations developed for height of capillary rise in constant-diameter tubes can be applied. Calculate the

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Assume that equations developed for height of capillary rise in constant-diameter tubes can be applied. Calculate the net compressive stress on a soil pat at the shrinkage limit where the average diameter of the surface pores is 0.0012 mm.?
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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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