Determine void ratio, porosity and degree of saturation of a soil sample a. Mass of soil sample = 1013g b. Vol. of soil sample = 585.0cm3 c. Specific Gravity, Gs 265 %3D %3D d. Dry mass of soil = 904.0g

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine void ratio, porosity and degree of saturation of a soil sample
a. Mass of soil sample 1013g
%3!
b. Vol. of soil sample = 585.0cm3
c. Specific Gravity, Gs 2.65
d. Dry mass of soil = 904.0g
Transcribed Image Text:Determine void ratio, porosity and degree of saturation of a soil sample a. Mass of soil sample 1013g %3! b. Vol. of soil sample = 585.0cm3 c. Specific Gravity, Gs 2.65 d. Dry mass of soil = 904.0g
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