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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![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
(A)0.625
(B) 0.663
(C) 0.944
(D)1.325](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F75f53269-7b32-4016-895c-0e2141b58122%2F89dab5e1-23f5-42e2-b006-8ab598290435%2Fyrbkg3k_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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
(A)0.625
(B) 0.663
(C) 0.944
(D)1.325
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