Question: For an eccentrically loaded continuous foundation on sand, given B = 1.8 m, D f = 0.9 m, e/B = 0.12 (one-way eccentricity), =

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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