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In a saturated cohesive soil, a strip footing 1.5 m wide is to be laid at a depth of 4 m. Estimate the ultimate bearing capacities from the theories of Terzaghi and Skempton. (cu = 138 kN/m², Ysar= 1.76 x 9.81 kN/m?). - mº
In a saturated cohesive soil, a strip footing 1.5 m wide is to be laid at a depth of 4 m. Estimate the ultimate bearing
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In a saturated cohesive soil, a strip footing 1.5 m wide is to be laid at a depth of 4 m. Estimate the ultimate bearing
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