A normally consolidated clay layer 3.38 m. thick has a void ratio of 1.07. Liquid limit is equal to 38 and the average effective stress on the clay layer was 81 kPa. The average stress on it is increased to 121 kPa. as result of the construction of a foundation. Compute the consolidation settlement in millimeters that the clay undergo.

A normally consolidated clay layer 3.38 m. thick has a void ratio of 1.07. Liquid limit is equal to 38 and the average effective stress on the clay layer was 81 kPa. The average stress on it is increased to 121 kPa. as result of the construction of a foundation. Compute the consolidation settlement in millimeters that the clay undergo.

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.14P

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