2.13 A normally consolidated clay layer 2.6 m thick has a void ratio of 1.3. Let LL = 41 and the average effective stress on the clay layer = 82kN/m². How much consolidation settlement would the clay layer undergo if the average effective stress on it increased to 120kN/m² as the result of the construction of a foundation?

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2.13 A normally consolidated clay layer 2.6 m thick has a void ratio of 1.3. Let LL = 41
and the average effective stress on the clay layer = 82kN/m² How much
consolidation settlement would the clay layer undergo if the average effective stress
on it increased to 120kN/m² as the result of the construction of a foundation?
Transcribed Image Text:2.13 A normally consolidated clay layer 2.6 m thick has a void ratio of 1.3. Let LL = 41 and the average effective stress on the clay layer = 82kN/m² How much consolidation settlement would the clay layer undergo if the average effective stress on it increased to 120kN/m² as the result of the construction of a foundation?
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