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CivilSoil Mechanics
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The relation between the air content and degree of saturation is

A

ac=1+Sra_c = 1 + S_racтАЛ=1+SrтАЛ

B

ac=1тИТSra_c = 1 - S_racтАЛ=1тИТSrтАЛ

C

ac=1/Sra_c = 1 / S_racтАЛ=1/SrтАЛ

D

none of these

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilSoil Mechanics
Option B

ac=1тИТSra_c = 1 - S_racтАЛ=1тИТSrтАЛ

Quick Summary:

In soil mechanics, the total volume of voids (VvV_vVvтАЛ) in a soil mass is composed of the volume of water (VwV_wVwтАЛ) and the volume of air (VaV_aVaтАЛ). Since the sum of the degree of saturation (SrS_rSrтАЛ) and air content (aca_cacтАЛ) represents the total volume of voids relative to the volume of voids itself, their sum must equal unity (100%).

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

In soil mechanics, the total volume of voids (VvV_vVvтАЛ) in a soil mass is composed of the volume of water (VwV_wVwтАЛ) and the volume of air (VaV_aVaтАЛ). Since the sum of the degree of saturation (SrS_rSrтАЛ) and air content (aca_cacтАЛ) represents the total volume of voids relative to the volume of voids itself, their sum must equal unity (100%).

ЁЯФв Key Formulas

Sr=VwVvS_r = \frac{V_w}{V_v}SrтАЛ=VvтАЛVwтАЛтАЛ тАФ Degree of saturation

ac=VaVva_c = \frac{V_a}{V_v}acтАЛ=VvтАЛVaтАЛтАЛ тАФ Air content

Sr+ac=1S_r + a_c = 1SrтАЛ+acтАЛ=1 тАФ Fundamental soil phase relation

тЪЩя╕П Working Principle

The degree of saturation (SrS_rSrтАЛ) is defined as the ratio of the volume of water to the volume of voids (Sr=Vw/VvS_r = V_w/V_vSrтАЛ=VwтАЛ/VvтАЛ). The air content (aca_cacтАЛ) is defined as the ratio of the volume of air to the volume of voids (ac=Va/Vva_c = V_a/V_vacтАЛ=VaтАЛ/VvтАЛ). Given that Vv=Vw+VaV_v = V_w + V_aVvтАЛ=VwтАЛ+VaтАЛ, dividing by VvV_vVvтАЛ yields VwVv+VaVv=VvVv\frac{V_w}{V_v} + \frac{V_a}{V_v} = \frac{V_v}{V_v}VvтАЛVwтАЛтАЛ+VvтАЛVaтАЛтАЛ=VvтАЛVvтАЛтАЛ, which simplifies to Sr+ac=1S_r + a_c = 1SrтАЛ+acтАЛ=1.

ЁЯУМ Key Points
  • тЦ╕

    Air content (aca_cacтАЛ) is the ratio of volume of air to volume of voids.

  • тЦ╕

    Degree of saturation (SrS_rSrтАЛ) is the ratio of volume of water to volume of voids.

  • тЦ╕

    The sum of air content and degree of saturation always equals 1.

  • тЦ╕

    Air content is not to be confused with 'percentage air voids' (nan_anaтАЛ), which relates VaV_aVaтАЛ to the total volume of soil VVV.

тЬЕ Advantages
  • тЦ╕

    Simplifies phase volume calculations

  • тЦ╕

    Provides a quick check for soil saturation states

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Compaction control of earth embankments

  • тЦ╕

    Determining air-void ratios in unsaturated soils

ЁЯУД Additional Information
  • тЦ╕

    For fully saturated soil, Sr=1S_r = 1SrтАЛ=1, thus ac=0a_c = 0acтАЛ=0.

  • тЦ╕

    For completely dry soil, Sr=0S_r = 0SrтАЛ=0, thus ac=1a_c = 1acтАЛ=1.

  • тЦ╕

    Option A is incorrect as it implies air content increases with saturation.

ЁЯУК Diagram / Illustration
Air Content & Saturation
ac=1тИТSra_c = 1 - S_racтАЛ=1тИТSrтАЛ
Where Sс╡г = [V_w] / Vс╡е and a_c =[VтВР] / Vс╡е
тЬЕ

B is correct тАФ The air content is defined as the fraction of void space occupied by air, and since the remaining void space is occupied by water, ac=1тИТSra_c = 1 - S_racтАЛ=1тИТSrтАЛ.

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

Remember that aca_cacтАЛ is defined relative to volume of voids, whereas percentage air voids (nan_anaтАЛ) is defined relative to the total soil volume; always check the denominator in your definitions.

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