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Engineering · Civil Engineering
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8-43. A strip footing 3 m wide is loaded on the ground surface with a pressure equal to 150 kPa. Calculate the stress distribution at depths of 3, 6, and 12 m under the center of the footing. If the footing rested on a normally consolidated cohesive layer whose LL was 84 and whose PL was 50, estimate the settlement of the footing.

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