GATE Civil Engineering (CE) 2021 Shift 1 Solved Paper

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Question : 17 of 65
 
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In an Oedometer apparatus, specimen of fully saturated clay has been consolidated under a vertical pressure of 50 kN/m2 and is presently at equilibrium. The effective stress and pore water pressure immediately on increasing the vertical stress to 150 kN/m2, respectively are
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