A shallow foundation measuring 1 m 2 m in plan is to be constructed over a normally consolidated sand layer Given D f 1 m, N 60 increases with depth, N 60 (in the depth of stress influence) 12, and q net 153 kN m 2 Estimate the elastic settlement using Burland and Burbidges method (Section 9 6)

Question: A shallow foundation measuring 1 m 2 m in plan is to be constructed over a normally consolidated sand layer. Given: D f =

A shallow foundation measuring 1 m × 2 m in plan is to be constructed over a normally consolidated sand layer. Given: D_f = 1 m, N₆₀ increases with depth, N₆₀ (in the depth of stress influence) = 12, and q_net = 153 kN/m². Estimate the elastic settlement using Burland and Burbidge’s method (Section 9.6).

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