Principles of foundation engineering 8th edition pdf solution manual
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Principles of Foundation Engineering, 8th edition Das Consolidation At time t =all the excess pore water pressure in the clay layer should dissipate as a result of drainage into the sand layers. u 0(at time t= ) Then the increase in effective stress in the clay layer is ‘ The gradual increase in the effective stress in the clay layer will cause settlement over a period of time and is referred to as consolidation.
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