The variation of the total volume ( V ) of a specimen of a fine soil with its water content ( w) is shown in the figure. Determine 1. The shrinkage limit. 2. the total mass and the void ration in the dry specimen. 3. the specific gravity of solids. 4. the total mass of the specimen when its water content w = 60%. (cm') 775 V= 500 1375 w ws 3
The variation of the total volume ( V ) of a specimen of a fine soil with its water content ( w) is shown in the figure. Determine 1. The shrinkage limit. 2. the total mass and the void ration in the dry specimen. 3. the specific gravity of solids. 4. the total mass of the specimen when its water content w = 60%. (cm') 775 V= 500 1375 w ws 3
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.12P
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![The variation of the total volume ( V ) of a specimen of a fine soil with its water
content ( w) is shown in the figure. Determine
1. The shrinkage limit.
2. the total mass and the void ration in the dry specimen.
3. the specific gravity of solids.
4. the total mass of the specimen when its water content w = 60%.
(cm')
775
V= 500 1375 w
ws
3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdbdb6ac8-9557-4ad3-9c1b-2649f2617c8d%2F98a35c38-4344-47bf-a48c-8a883efcfd2a%2Fhexjd52_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The variation of the total volume ( V ) of a specimen of a fine soil with its water
content ( w) is shown in the figure. Determine
1. The shrinkage limit.
2. the total mass and the void ration in the dry specimen.
3. the specific gravity of solids.
4. the total mass of the specimen when its water content w = 60%.
(cm')
775
V= 500 1375 w
ws
3
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