A normally consolidated clay layer settled by 20 mm when the effective stress was increased from 25 to 50 kN/m². If on the similar clay the effective stress is increased from 50 to 100 kN/m², then the settlement is mm (round off to the nearest integer).

A normally consolidated clay layer settled by 20 mm when the effective stress was increased from 25 to 50 kN/m². If on the similar clay the effective stress is increased from 50 to 100 kN/m², then the settlement is mm (round off to the nearest integer).

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.1P

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Concept explainers

Test for Determination of Shear Strength

The term shear strength is often associated with the soil. Shear strength is defined as the resistance to the deformation of soil particles due to the continuous action of shear stress. In short, shear strength is the maximum shear stress that a soil can sustain.

Question

Please solve this soil problem

A normally consolidated clay layer settled by 20 mm when the effective stress was
increased from 25 to 50 kN/m². If on the similar clay the effective stress is increased from
50 to 100 kN/m², then the settlement is mm (round off to the nearest integer).

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