A 4m thick layer normally consolidated clay has average e = 1.3. Its compression index is %3D 0.6 and coefficient of consolidation is 1m²/yr. If the increase in vertical pressure due to foundation load on the une clay layer is equal to existing effective overburden pressure, the change in the thickness of the clay layer is mm.

A 4m thick layer normally consolidated clay has average e = 1.3. Its compression index is %3D 0.6 and coefficient of consolidation is 1m²/yr. If the increase in vertical pressure due to foundation load on the une clay layer is equal to existing effective overburden pressure, the change in the thickness of the clay layer is mm.

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 9.17P

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