For a compacted soil, specific gravity, Gs=2.72, water content = 20.5 %, ɣd= 0.90 ɣzav. Compute the ff. A. Zero air void unit weight. B. Dry unit weight C. Degree of Saturation
For a compacted soil, specific gravity, Gs=2.72, water content = 20.5 %, ɣd= 0.90 ɣzav. Compute the ff. A. Zero air void unit weight. B. Dry unit weight C. Degree of Saturation
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.8P
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For a compacted soil, specific gravity, Gs=2.72, water content = 20.5 %, ɣd= 0.90 ɣzav. Compute the ff.
A. Zero air void unit weight.
B. Dry unit weight
C. Degree of Saturation
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