In a laboratory compression test, the void ratio in a soil sample changes from 1.46 to 1.32 when the compressive loading increases from 100 kN/m2 to 200 kN/m2. Calculate the value for the coefficient of compressibility and the compression index for this load range.
In a laboratory compression test, the void ratio in a soil sample changes from 1.46 to 1.32 when the compressive loading increases from 100 kN/m2 to 200 kN/m2. Calculate the value for the coefficient of compressibility and the compression index for this load range.
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 11.3P
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In a laboratory compression test, the void ratio in a soil sample changes from 1.46 to 1.32 when the compressive loading increases from 100 kN/m2 to 200 kN/m2. Calculate the value for the coefficient of compressibility and the compression index for this load range.
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