A layer of saturated clay 6 m thick is underlain by rock and is subjected to an average increase in effective stress of 115 kPa. The coefficient of volume compressibility and coefficient of consolidation are 0.00030 m2/kN and 0.125 m2/day respectively. Find the consolidation settlement (in mm) occurring in 120 days.

A layer of saturated clay 6 m thick is underlain by rock and is subjected to an average increase in effective stress of 115 kPa. The coefficient of volume compressibility and coefficient of consolidation are 0.00030 m2/kN and 0.125 m2/day respectively. Find the consolidation settlement (in mm) occurring in 120 days.

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter9: In Situ Stresses

Section: Chapter Questions

Problem 9.4P

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