4. A 2.60 m of dry fill (G₁-2.62) has a relative density of before and after compaction, respectively. The void ratios corresponding to the loosest and densest condition are 0.89 and 0.51, respectively. a. Compute the decrease in height of the soil after compaction. 10 p b. If 0.240 m³ of water is added per cubic meter of soil after compaction, compute gives the degree of saturation at this condition? c. Compute the amount of water required per cubic meter of soil to fully saturate the compacted soil.

4. A 2.60 m of dry fill (G₁-2.62) has a relative density of before and after compaction, respectively. The void ratios corresponding to the loosest and densest condition are 0.89 and 0.51, respectively. a. Compute the decrease in height of the soil after compaction. 10 p b. If 0.240 m³ of water is added per cubic meter of soil after compaction, compute gives the degree of saturation at this condition? c. Compute the amount of water required per cubic meter of soil to fully saturate the compacted soil.

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 9.20CTP

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