A loose, uncompacted sand fill 6 ft in depth has a relative density of 40%. Laboratory tests indicated that the minimum and maximum void ratios of the sand are 0.46 and 0.90, respectively. The specific gravity of solids of the sand is 2.65. a. What is the void ratio of the sand in natural state? b. What is the dry unit weight of the sand in Ib/ft?? If the sand is compacted to a relative density of 75%, what is the decrease in thickness of the 6-ft fill? С. d. What is the final height in ft after compaction?

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter5: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 5.2P
Question
PROBLEM No. 6
A loose, uncompacted sand fill 6 ft in depth has a relative density of
40%. Laboratory tests indicated that the minimum and maximum void
ratios of the sand are 0.46 and 0.90, respectively. The specific gravity
of solids of the sand is 2.65.
a.
What is the void ratio of the sand in natural state?
b. What is the dry unit weight of the sand in Ib/ft?
If the sand is compacted to a relative density of 75%, what is the
decrease in thickness of the 6-ft fill?
С.
d. What is the final height in ft after compaction?
Transcribed Image Text:PROBLEM No. 6 A loose, uncompacted sand fill 6 ft in depth has a relative density of 40%. Laboratory tests indicated that the minimum and maximum void ratios of the sand are 0.46 and 0.90, respectively. The specific gravity of solids of the sand is 2.65. a. What is the void ratio of the sand in natural state? b. What is the dry unit weight of the sand in Ib/ft? If the sand is compacted to a relative density of 75%, what is the decrease in thickness of the 6-ft fill? С. d. What is the final height in ft after compaction?
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