The in-situ void ratio of a granular soil deposit is 0.4. The maximum and minimum void ratio of the soil were determined to be 0.85 and 0.30 respectively. Gs = 2.67, (a)Relative density of the soil (b)in situ dry unit weight of soil (c)Relative compaction of the soil
The in-situ void ratio of a granular soil deposit is 0.4. The maximum and minimum void ratio of the soil were determined to be 0.85 and 0.30 respectively. Gs = 2.67, (a)Relative density of the soil (b)in situ dry unit weight of soil (c)Relative compaction of the soil
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter3: Weight-volume Relationships And Plasticity
Section: Chapter Questions
Problem 3.5P
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![The in-situ void ratio of a granular soil deposit is 0.4. The maximum
and minimum void ratio of the soil were determined to be 0.85 and
0.30 respectively. Gg = 2.67,
(a)Relative density of the soil
(b)in situ dry unit weight of soil
(c)Relative compaction of the soil](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9f3bb4b3-7bf9-418c-8dd2-a7bb21945ae6%2Fceefdcc4-0108-489b-9452-70ded4c4d5f2%2Frlk488g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The in-situ void ratio of a granular soil deposit is 0.4. The maximum
and minimum void ratio of the soil were determined to be 0.85 and
0.30 respectively. Gg = 2.67,
(a)Relative density of the soil
(b)in situ dry unit weight of soil
(c)Relative compaction of the soil
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