A soil sample having initial void ratio 0.75 and thickness 20 mm is subjected to consolidation test. Initially the dial gauge was set to zero. At the end of consolidation, the final dial gauge reading was observed to be 0.25 mm. The final void ratio of the sample is....
A soil sample having initial void ratio 0.75 and thickness 20 mm is subjected to consolidation test. Initially the dial gauge was set to zero. At the end of consolidation, the final dial gauge reading was observed to be 0.25 mm. The final void ratio of the sample is....
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 11.5P
Related questions
Question
A soil sample having initial void ratio 0.75
and thickness 20 mm is subjected to
consolidation test. Initially the dial gauge
was set to zero. At the end of consolidation,
the final dial gauge reading was observed
to be 0.25 mm. The final void ratio of the
sample is....
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