Determine the engineering properties of the following soil sample: the volume of the wet soil is 110 cm³, moist mass is 220 g. Moisture content is measured to be 15%. The specific gravity is 2.65. The density of water is 1 g/cm³. Determine: 1) Dry density. 2) Porosity. 3) Degree of saturation (%).

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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Determine the engineering properties of the following soil sample: the volume of the wet
soil is 110 cm³, moist mass is 220 g. Moisture content is measured to be 15%. The
specific gravity is 2.65. The density of water is 1 g/cm³. Determine:
1) Dry density.
2) Porosity.
3) Degree of saturation (%).
Transcribed Image Text:Determine the engineering properties of the following soil sample: the volume of the wet soil is 110 cm³, moist mass is 220 g. Moisture content is measured to be 15%. The specific gravity is 2.65. The density of water is 1 g/cm³. Determine: 1) Dry density. 2) Porosity. 3) Degree of saturation (%).
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