A normally 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 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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Please solve this question with explanation also
![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).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe4de7f3d-33cb-4560-b150-cc2fc002ae7c%2F0f272639-230b-43f2-8212-1ee127f7178d%2Ftlqtdgg_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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