Question Bank • QB_EXP_SWCE_SOIL_003 MSQ • 2 Marks

Section 4: Soil and Water Conservation Engineering

Soil Physical Properties & Phase Relationships

Subtopic: Phase relations in soil mechanics

Question Statement:

Which of the following statements regarding soil phase relationships is/are TRUE?

Options:

  • (A) Porosity $n$ is strictly bounded between $0$ and $1$ ($0 < n < 1$), whereas void ratio $e$ can exceed $1$
  • (B) For fully saturated soil, degree of saturation $S_r = 100\%$ and air content $a_c = 0$
  • (C) Submerged unit weight $\gamma'$ is related to saturated unit weight $\gamma_{sat}$ by $\gamma' = \gamma_{sat} - \gamma_w$
  • (D) Water content $w$ defined on dry weight basis cannot exceed $100\%$ under any geological condition

Answer Key:

A, B, C

Step-by-Step Solution & Explanation

1. Porosity $n = V_v / V < 1$ because void volume cannot exceed total volume. Void ratio $e = V_v / V_s$ can exceed $1.0$ (e.g. highly organic soils, bentonite clays have $e > 2$) (A is true). 2. Degree of saturation $S_r = V_w/V_v$; at full saturation $V_w = V_v$, so $S_r = 1$ and air content $a_c = 1 - S_r = 0$ (B is true). 3. Buoyant unit weight $\gamma' = \gamma_{sat} - \gamma_w$ by Archimedes principle (C is true). 4. Water content $w = W_w / W_s$; highly organic soils, peats, or sensitive clays frequently have water contents exceeding $100\%$ to $500\%$ (D is false).
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