A normally consolidated clay layer 4.69 m. thick has a void ratio of 1.07. Liquid limit is equal to 41 and the average effective stress on the clay layer was 78 kPa. The average stress on it is increased to 115 kPa. as result of the construction of a foundation. If the clay layer is preconsolidated, compute the consolidation settlement in millimeters if the preconsolidation pressure is 131 KPa. Use Cs = 1/6Cc.
A normally consolidated clay layer 4.69 m. thick has a void ratio of 1.07. Liquid limit is equal to 41 and the average effective stress on the clay layer was 78 kPa. The average stress on it is increased to 115 kPa. as result of the construction of a foundation. If the clay layer is preconsolidated, compute the consolidation settlement in millimeters if the preconsolidation pressure is 131 KPa. Use Cs = 1/6Cc.
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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