How much difference in the computed settlements is there in, Civil Engineering

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How much difference in the computed settlements is there in

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.

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