9. A soil specimen having a volume of 0.012 m³ has a specific gravity of 2.60. It has a moist mass of 20.6 kg and a dried mass of 16.1 kg. a. Compute its void ratio. b. Compute its degree of saturation. c. Compute the dry unit weight of the soil.
9. A soil specimen having a volume of 0.012 m³ has a specific gravity of 2.60. It has a moist mass of 20.6 kg and a dried mass of 16.1 kg. a. Compute its void ratio. b. Compute its degree of saturation. c. Compute the dry unit weight of the soil.
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 3.10P
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![9. A soil specimen having a volume of 0.012 m³ has a specific
gravity of 2.60. It has a moist mass of 20.6 kg and a dried
mass of 16.1 kg.
a. Compute its void ratio.
b. Compute its degree of saturation.
c. Compute the dry unit weight of the soil.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3b8539fd-4616-49ad-8a75-dffc8fb39753%2F4d02b995-dcbd-4777-b054-f1efbc214f00%2Fyhza90w_processed.jpeg&w=3840&q=75)
Transcribed Image Text:9. A soil specimen having a volume of 0.012 m³ has a specific
gravity of 2.60. It has a moist mass of 20.6 kg and a dried
mass of 16.1 kg.
a. Compute its void ratio.
b. Compute its degree of saturation.
c. Compute the dry unit weight of the soil.
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