For an eccentrically loaded continuous foundation on sand, given B = 1.8 m, D f = 0.9
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For an eccentrically loaded continuous foundation on sand, given B = 1.8 m, Df = 0.9 m, e/B = 0.12 (one-way eccentricity), γ = 16 kN/m3, and ϕ' = 35°. Using the reduction factor method [Eq. (6.64)], estimate the ultimate load per unit length of the foundation.
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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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