For a granular soil, given t = 108 pcf, Dr = 82%, w = 8%, and Gs
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For a granular soil, given γt = 108 pcf, Dr = 82%, w = 8%, and Gs = 2.67. For this soil, if e min = 0.44, what would be the dry unit weight in the "loosest" state?
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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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