1.21 The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of solids DheM (G) is 2.65, the void ratio of the soil is
1.21 The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of solids DheM (G) is 2.65, the void ratio of the soil is
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter3: Weight–volume Relationships
Section: Chapter Questions
Problem 3.18P
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![1.21 The ratio of saturated unit weight to dry unit weight
of a soil is 1.25. If the specific gravity of solids
(G) is 2.65, the void ratio of the soil is](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F61bcd360-0aa1-431a-a232-acd453d7677b%2Fa2950850-6ee7-494d-8754-a41d3302fcd2%2F3pct9d_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1.21 The ratio of saturated unit weight to dry unit weight
of a soil is 1.25. If the specific gravity of solids
(G) is 2.65, the void ratio of the soil is
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