I need the answer as soon as possible Q5:N.C soil overlaying on previous sand layer has a compression index Cc of 0.31, its void ratio at aninitial effective overburden pressure (o. = 125 kN/m?) is 1.04, and its permeability coefficient is 4x10mm/sec. Determine: -The change in void ratio and final void ratio if the soil pressure is increased to 187 kN/.The final settlement if the soil stratum is 7m thick.1.2.3.The time required for 50 and 90% of settlement in (2) to occur.

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Q5: N.C soil overlaying on previous sand layer has a compression index Cc of 0.31, its void rado a initial effective overburden pressure (a= 125 kN/m2) is 1.04, and its permeability coefficient S AIO mm/sec. Determine: - 1. 2. 3. The change in void ratio and final void ratio if the soil pressure is increased to 187 kN/m-. The final settlement if the soil stratum is 7m thick. The time required for 50 and 90% of settlement in (2) to occur.

Q5: N.C soil overlaying on previous sand layer has a compression index Cc of 0.31, its void rado a initial effective overburden pressure (a= 125 kN/m2) is 1.04, and its permeability coefficient S AIO mm/sec. Determine: - 1. 2. 3. The change in void ratio and final void ratio if the soil pressure is increased to 187 kN/m-. The final settlement if the soil stratum is 7m thick. The time required for 50 and 90% of settlement in (2) to occur.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Consolidation

Section: Chapter Questions

Problem 9.8P

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