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The effective stress

The effective stress

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In an Oedometer apparatus, a specimen of fully saturated clay has been consolidated under a vertical pressure of 50 kN/m³ and is presently at equilibrium. The effective stress and pore water pressure immediately on increasing the vertical stress to 150 kN/m², respectively are (a) 50 kN/m² and 100 kN/m² (c) 150 kN/m² and 0 (b) 100 kN/m² and 50 kN/m² (d) 0 and 150 kN/m²
Transcribed Image Text:In an Oedometer apparatus, a specimen of fully saturated clay has been consolidated under a vertical pressure of 50 kN/m³ and is presently at equilibrium. The effective stress and pore water pressure immediately on increasing the vertical stress to 150 kN/m², respectively are (a) 50 kN/m² and 100 kN/m² (c) 150 kN/m² and 0 (b) 100 kN/m² and 50 kN/m² (d) 0 and 150 kN/m²
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