Wednesday, 6 November 2024

CE Board HGE Problem 46 (Hydraulics and Geotechnical Engineering)

(CE April 2024) A layer of soft clay having an initial void ratio of 1.2 is 6 m thick. Under a compressive load applied above it. The void ratio decreased by one-third .Evaluate the reduction in the thickness of the clay layer. 
CE April 2024 | CE Nov2023 | CE Nov 2018 |
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