In a consolidation test, when the load is changed from 50 kN/m² to 100 kN/m2, then the void ratio changes from 0.80 to 0.60. The coefficient of compressibility will be:
In a consolidation test, when the load is changed from 50 kN/m² to 100 kN/m2, then the void ratio changes from 0.80 to 0.60. The coefficient of compressibility will be:
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.3P
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![In a consolidation test, when the load is changed
from 50 kN/m² to 100 kN/m2, then the void ratio
changes from 0.80 to 0.60. The coefficient of
compressibility will be:](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F63344ae9-87d1-4f7a-aa50-d73d94b6b85a%2Fe9ccf60f-184f-46b8-b818-0eb17a8dc6aa%2Fy0gyxfk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:In a consolidation test, when the load is changed
from 50 kN/m² to 100 kN/m2, then the void ratio
changes from 0.80 to 0.60. The coefficient of
compressibility will be:
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