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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, %

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, %

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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