A loose uncompacted sand fill 5 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 dry unit weight of the sand? b. If the sand is compacted to a relative density of 75%, what is the decrease in thickness of the 5-ft fill? Note: Weight of solids is constant before and after compaction

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 5.2P
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A loose uncompacted sand fill 5 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 dry unit weight of the sand?
b. If the sand is compacted to a relative density of 75%, what is the
decrease in thickness of the 5-ft fill?
Note: Weight of solids is constant before and after compaction
Transcribed Image Text:A loose uncompacted sand fill 5 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 dry unit weight of the sand? b. If the sand is compacted to a relative density of 75%, what is the decrease in thickness of the 5-ft fill? Note: Weight of solids is constant before and after compaction
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