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/m2 and 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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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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