Question: A 3 m thick saturated clay layer is overlain by a 4 m thick sand layer and is underlain by rock. The unit weight of
A m thick saturated clay layer is overlain by a m thick sand layer and is underlain by rock. The unit weight of sand and clay are kNm and kNm respectively. The clay has a liquid limit of and a void ratio of A concentrated load of kN is applied on the ground surface. Compute the probable consolidation settlement of clay.
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