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CivilSoil Mechanics
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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

A

65.3

B

20.9

C

83.7

D

54.4

Correct Answer

тЪЩя╕П TE тАв Technical Direct FormulaCivilSoil Mechanics
Option C

83.7

Quick Summary:

Given: Void ratio e = 0.65, Specific gravity G = 2.72, Water content w = 20% or 0.20

ЁЯУРMAMath SolutionDirect Formula
ЁЯУЛ Given

Void ratio e = 0.65, Specific gravity G = 2.72, Water content w = 20% or 0.20

ЁЯФв Formula Used

Se=wGSe = wGSe=wG

ЁЯФв Step-by-Step Solution
1

Identify the relevant soil mechanics relationship

The relationship connecting degree of saturation (SSS), void ratio (eee), water content (www), and specific gravity (GGG) in soil mechanics is given by the fundamental phase relation formula.

Se=wGSe = wGSe=wG

2

Substitute the given values into the formula

We have e=0.65e = 0.65e=0.65, w=0.20w = 0.20w=0.20, and G=2.72G = 2.72G=2.72. Substituting these into the formula to solve for SSS:

S├Ч0.65=0.20├Ч2.72S \times 0.65 = 0.20 \times 2.72S├Ч0.65=0.20├Ч2.72

3

Calculate the degree of saturation

Solving for SSS: S=0.20├Ч2.720.65=0.5440.65тЙИ0.8369S = \frac{0.20 \times 2.72}{0.65} = \frac{0.544}{0.65} \approx 0.8369S=0.650.20├Ч2.72тАЛ=0.650.544тАЛтЙИ0.8369. To express this as a percentage, multiply by 100.

SтЙИ83.69%S \approx 83.69\%SтЙИ83.69%

4

Rounding and result verification

Rounding the value to one decimal place as per the options provided, we get 83.7%83.7\%83.7%.

S=83.7%S = 83.7\%S=83.7%

тЬЕ

C is correct because the degree of saturation calculated using the relation Se=wGSe = wGSe=wG is approximately 83.7%.

Core Concepts Used
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Void Ratio Degree of Saturation Phase Relationships in Soil
ЁЯТб EXAM TIP

This phase relation Se=wGSe = wGSe=wG is a cornerstone of geotechnical engineering; always remember to convert percentages (like water content) to decimals before performing calculations.

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