• For an undisturbed sample; Given that • Determine • Wet unit weight • Void ratio = 0.78 • Dry unit weight Water content = 12% • Degree of saturation • Specific gravity of solids = 2.68 • Porosity
• For an undisturbed sample; Given that • Determine • Wet unit weight • Void ratio = 0.78 • Dry unit weight Water content = 12% • Degree of saturation • Specific gravity of solids = 2.68 • Porosity
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 2.11P
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