A normally consolidated clay layer 3.12 m. thick has a void ratio of 1.14. Liquid limit is equal to 36 and the average effective stress on the clay layer was 79 kPa. The average stress on it is increased to 118 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 133 KPa. Use Cs = 1/6Cc.

A normally consolidated clay layer 3.12 m. thick has a void ratio of 1.14. Liquid limit is equal to 36 and the average effective stress on the clay layer was 79 kPa. The average stress on it is increased to 118 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 133 KPa. Use Cs = 1/6Cc.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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