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The void ratio and specific gravity of a soil are 0.65 and 2.72 respectively. The degree of saturation (in percent) corresponding to water content of 20 % is
65.3
20.9
83.7
54.4
83.7
Given: Void ratio e = 0.65, Specific gravity G = 2.72, Water content w = 20% or 0.20
Void ratio e = 0.65, Specific gravity G = 2.72, Water content w = 20% or 0.20
Se=wG
Identify the relevant soil mechanics relationship
The relationship connecting degree of saturation (S), void ratio (e), water content (w), and specific gravity (G) in soil mechanics is given by the fundamental phase relation formula.
Se=wG
Substitute the given values into the formula
We have e=0.65, w=0.20, and G=2.72. Substituting these into the formula to solve for S:
S├Ч0.65=0.20├Ч2.72
Calculate the degree of saturation
Solving for S: S=0.650.20├Ч2.72тАЛ=0.650.544тАЛтЙИ0.8369. To express this as a percentage, multiply by 100.
SтЙИ83.69%
Rounding and result verification
Rounding the value to one decimal place as per the options provided, we get 83.7%.
S=83.7%
C is correct because the degree of saturation calculated using the relation Se=wG is approximately 83.7%.
This phase relation Se=wG is a cornerstone of geotechnical engineering; always remember to convert percentages (like water content) to decimals before performing calculations.