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 (%).
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 (%).
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter5: Soil Compaction
Section: Chapter Questions
Problem 5.7P
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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 (%).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F50b1ac8b-1635-4150-8b04-1b0651251c14%2Fa17b798c-3d0e-4802-a35d-004840e98a64%2F5s2yrg_processed.jpeg&w=3840&q=75)
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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