A normally consolidated clay stratum 5m deep underlain by hard rock. The average effective overburden pressure before and after construction was 25 KPa and 250 KPa. The laboratory tests on this strata indicated natural moisture content of 50%, specific gravity of '3' and liquid limit of 54%. What will be the consolidation settlement of this layer?

A normally consolidated clay stratum 5m deep underlain by hard rock. The average effective overburden pressure before and after construction was 25 KPa and 250 KPa. The laboratory tests on this strata indicated natural moisture content of 50%, specific gravity of '3' and liquid limit of 54%. What will be the consolidation settlement of this layer?

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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