An undisturbed soil sample, 2 cm thick undergoes a change in thickness of 0.2 mm when subjected to a consolidation pressure of 50 kN/m2. The initial woid ratio of the sample is 1.0 What is the change n the void ratio
An undisturbed soil sample, 2 cm thick undergoes a change in thickness of 0.2 mm when subjected to a consolidation pressure of 50 kN/m2. The initial woid ratio of the sample is 1.0 What is the change n the void ratio
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.12P
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