Fundamentals of Geotechnical Engineering (MindTap Course List)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 3, Problem 3.16P
To determine

Find the moist unit weight of compaction in the field in kN/m3.

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For a given sandy soil, emax = 0.75, emin = 0.46, and Gs = 2.68. What will be the moist unit weight of compaction (kN/m3 ) in the field if Dr = 78% and w = 9%?
For a sandy soil, emax = 0.72, emin = 0.46, and G, = 2.68. What is the moist unit weight of compaction in the field if D, = 78% and w = 9%? Answer:
For a granular soil given Y=116.64lb/ft*3, Dy=82%, w=8%, and Gs=2.65. for this soil, if emin =0.44 what would be emax? what would be the dry unit weight in the loosest state?
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