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For a sandy soil, given: void ratio, e = 0.63; hydraulic conductivity, k = 0.22 cm/sec; and specific gravity of soil solids, Gs =
For a sandy soil, given: void ratio, e = 0.63; hydraulic conductivity, k = 0.22 cm/sec; and specific gravity of soil solids, Gs = 2.68. Estimate the hydraulic conductivity of the sand (cm/sec) when the dry unit weight of compaction is 117 lb/ft. Use Eq. (2.37). Reference: k x 1+e
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Principles of Geotechnical Engineering
Authors: Braja M.Das
8th edition
978-1285499963, 1285499964, 1133108660, 978-1133108665
