A 10 ft thick saturated clay layer has an average in situ effective stress of 1,000 psf

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A 10 ft thick saturated clay layer has an average in situ effective stress of 1,000 psf and an e o = 1.2. A laboratory consolidation test determines that the Cc = 0.4 and Cs = 0.06. A uniformly distributed load of 2,000 psf is applied at the ground surface. Calculate the primary consolidation settlement for this clay layer for the following two cases

Posted Date: May 19, 2024 08:15 AM

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A 10 ft thick saturated clay layer has an average in situ effective stress of 1,000 psf

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