2) A moist sample was found to have a volume of 22.3 cubic centimeters and to weigh 29.7 grams. The dry weight of the sample was determined to be 23 grams. Take the specific gravity of the soil solids to be 2.70. Determine the following: a) void ratio b) water content, % c) porosity,% d) degree of saturation of the sample, %

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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2) A moist sample was found to have a volume of 22.3 cubic centimeters and to weigh 29.7
grams. The dry weight of the sample was determined to be 23 grams. Take the specific gravity
of the soil solids to be 2.70. Determine the following:
a) void ratio
b) water content, %
c) porosity,%
d) degree of saturation of the sample, %
Transcribed Image Text:2) A moist sample was found to have a volume of 22.3 cubic centimeters and to weigh 29.7 grams. The dry weight of the sample was determined to be 23 grams. Take the specific gravity of the soil solids to be 2.70. Determine the following: a) void ratio b) water content, % c) porosity,% d) degree of saturation of the sample, %
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