, the degree of saturation increased to 82.2%. Determine: Gs Void ratio
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter6: Soil Compaction
Section: Chapter Questions
Problem 6.2P
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- The degree of saturation of a soil is 55% and the moist unit weight is 16.66 kN/m3. When the moist unit weight increased to 92 kN/m3, the degree of saturation increased to 82.2%. Determine:
- Gs
- Void ratio
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