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A strata of normally consolidated clay of 3 m depth is drained at both the ends. The coefficient of permeability is 5 x 108
A strata of normally consolidated clay of 3 m depth is drained at both the ends. The coefficient of permeability is 5 x 108 cm/s and the coefficient of volume compressibility is 125 x102 cm/kN for the said clay. If the clay layer is subjected to a uniformly distributed load of 250 kN/m, what is the time required for 80% consolidation?
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Cost Accounting A Managerial Emphasis
Authors: Charles T. Horngren, Srikant M.Dater, George Foster, Madhav
13th Edition
8120335643, 136126634, 978-0136126638
