Geotechnical·MCQ explained

The internal angle of friction of a soil is 30°. What is the active earth pressure coefficient for the soil mass?

Try it first: pick an option, then read the explanation.

Correct answer: C. 0.333

Asked in SSC JE 27/01/2018 (Morning) / SSC JE 24/01/2018 (Morning)

Detailed Explanation

Use Rankine's active coefficient for a cohesionless soil.

\[ K_a = \frac{1 - 0.5}{1 + 0.5} = \frac{1}{3} = 0.333 \]

Why “0.333” Is Correct

sin 30° = 0.5 gives Ka = 1/3 = 0.333.

CoefficientFormula (cohesionless soil)φ = 30°
Active, Ka(1 − sin φ)/(1 + sin φ) = tan²(45° − φ/2)1/3 ≈ 0.333
At rest, K0μ/(1 − μ) (elastic) or ≈ 1 − sin φ (Jaky)≈ 0.5
Passive, Kp(1 + sin φ)/(1 − sin φ) = tan²(45° + φ/2)3

For Rankine's theory with a level backfill, Ka × Kp = 1 and Ka < K0 < Kp.

Why the Other Options Are Wrong

  • A. 0.005: 0.005 is far too small; Ka for real soils is usually 0.2–0.5.
  • B. 0.025: 0.025 is also far too small.
  • D. 0.555: 0.555 is too large for φ = 30°.

Key Point

φ = 30° → Ka = 0.333.

Key Concepts for Students

  • Same as Q321.
  • Ka = tan²30° = 1/3.
  • Active thrust = ½ × 0.333 × γH².

Practice more: this is question 18 in Earth Pressure and Retaining Wall MCQs – Part 2. Try the whole set and check every answer instantly.