A sampler with a volume of 45 cm3 is filled with a soil sample. When the soil is poured into a graduated cylinder, if displaces 25 cm3 of water. What is the porosity and wind ratio of the soil?

Porosity and Void Ratio (Engg. Services Exam 1998)

Problem Statement (Engg. Services Exam 1998)

A soil sampler with a volume of 45 cm³ is filled with a dry soil sample. When the soil is poured into a graduated cylinder, it displaces 25 cm³ of water. Calculate:

  1. Porosity (\( n \)) of the soil.
  2. Void ratio (\( e \)) of the soil.

Solution

1. Given Data

  • Total volume of soil (\( V \)) = 45 cm³
  • Volume of water displaced (\( V_s \)) = 25 cm³ (volume of solids)

2. Calculate Volume of Voids (\( V_v \))

\( V_v = V – V_s = 45 \, \text{cm}^3 – 25 \, \text{cm}^3 = 20 \, \text{cm}^3 \)

3. Calculate Void Ratio (\( e \))

\( e = \frac{V_v}{V_s} = \frac{20}{25} = 0.8 \)

4. Calculate Porosity (\( n \))

\( n = \frac{V_v}{V} = \frac{20}{45} = 0.444 \, \text{or} \, 44.4\% \)
Results:
  • Void ratio (\( e \)) = 0.8
  • Porosity (\( n \)) = 44.4%

Explanation

Key Steps:

  • Volume of Solids (\( V_s \)): The displaced water volume equals the volume of soil solids because the soil is dry. Water fills the voids when submerged, but only the solids displace water.
  • Volume of Voids (\( V_v \)): Calculated as the difference between total volume and solids volume.
  • Void Ratio (\( e \)): Ratio of voids volume to solids volume.
  • Porosity (\( n \)): Ratio of voids volume to total soil volume.

Physical Meaning

1. Void Ratio (\( e = 0.8 \)):

  • Indicates that the soil has 0.8 cm³ of voids for every 1 cm³ of solids. A higher \( e \) means looser soil.

2. Porosity (\( n = 44.4\% \)):

  • 44.4% of the soil’s total volume is voids. This affects permeability, compressibility, and strength.

3. Importance in Engineering:

  • High porosity/void ratio soils are less stable for foundations but may drain water better.
  • Used to design filters, embankments, and assess liquefaction potential.

Exam Context: Tests understanding of basic soil phase relationships and displacement methods.

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