A compressible clay layer 100m thick has an initial void


A compressible clay layer 10.0m thick has an initial void ratio in situ of 1.026. Tests and computations show that the final void ratio of the clay layer after construction of a structure is 0.978. Determine the estimated primary consolidation settlement of the structure.

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Civil Engineering: A compressible clay layer 100m thick has an initial void
Reference No:- TGS0636613

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