5. For moist soil, the following are given: V=0.25 cubic feet, content of 9.5 % and Gs = 2.67. Calculate the following: a. Moist unit weight b. Dry unit weight c. Void ratio d. Porosity e. Degree of saturation f. Volume occupied by water = 30 lbs, water

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
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5. For moist soil, the following are given: V=0.25 cubic feet, W = 30 lbs, water
content of 9.5% and Gs = 2.67. Calculate the following:
a. Moist unit weight
b. Dry unit weight
c. Void ratio
d. Porosity
e. Degree of saturation
f. Volume occupied by water
Transcribed Image Text:5. For moist soil, the following are given: V=0.25 cubic feet, W = 30 lbs, water content of 9.5% and Gs = 2.67. Calculate the following: a. Moist unit weight b. Dry unit weight c. Void ratio d. Porosity e. Degree of saturation f. Volume occupied by water
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