A 2.0 m wide square foundation is placed at 0.5 m depth in a saturated clay where

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A 2.0 m wide square foundation is placed at 0.5 m depth in a saturated clay where cu = 40 kN/mand γ = 19.0 kN/m3. There is a very stiff stratum present at 1.0 m below the foundation. Determine the ultimate bearing capacity using Buisman’s (1940) equation.

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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