Question: For a normally consolidated clay layer, given: Thickness = 3.7 m Void ratio = 0.82 Liquid limit = 42 Average effective stress on the

For a normally consolidated clay layer, given: Thickness = 3.7 m Void

For a normally consolidated clay layer, given: Thickness = 3.7 m Void ratio = 0.82 Liquid limit = 42 Average effective stress on the clay layer = 110 kN/m2 How much consolidation settlement would the clay undergo if the average effective stress on the clay layer is increased to 155 kN/m2 as the result of the construction of a foundation?

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