A rigid rectangular footing 2m × 3m carries a column load of 600 kN at ground level. The ground strata are found to be c-\(\phi\) soil, 6 m thick, having Poisson’s ratio of 0.25 and young’s modulus of elasticity as 20 MN/m2. The immediate settlement of the footing will be -------mm.
[Take = If = 1.1]
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