How much difference in the computed settlements

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How much difference in the computed settlements is there in Problem 8.44 if the Westergaard theory is used instead of Boussinesq theory ?

Problem 8.44

How would the estimated settlement under the center of a 3 x 3 m square footing compare with the settlement of the 3 m wide strip footing in the previous problem, assuming soil conditions were the same? Assume the footing is flexible enough to provide uniform contact pressure to the soil.

Reference no: EM131191521

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