Q. The angle of internal friction of round-grained loose sand is about ?

  • (A) 5° to 25°
  • (B) 25? to 30?
  • (C) 30° to 35?
  • (D) 32? to 37?
πŸ’¬ Discuss
βœ… Correct Answer: (B) 25? to 30?

Q. For a sandy soil, the angle of internal friction is 30°. If the major principal stress is 50 kN/m² at failure, the corresponding minor principal stress will be ?

  • (A) 12.2 kN/m²
  • (B) 16.66 kN/m²
  • (C) 20.8 kN/m²
  • (D) 27.2 kN/m²
πŸ’¬ Discuss
βœ… Correct Answer: (B) 16.66 kN/m²

Q. The specific gravity of a soil is the ratio of unit weight of soil solids to that of water at a temperature of ?

  • (A) 4°C
  • (B) 17° C
  • (C) 27°C
  • (D) 36°C
πŸ’¬ Discuss
βœ… Correct Answer: (D) 36°C

Q. The uniformity co-efficient of soil is defined as the ratio of ?

  • (A) D40 to D10
  • (B) D40 to D20
  • (C) D50 to D10
  • (D) D60 to D10
πŸ’¬ Discuss
βœ… Correct Answer: (D) D60 to D10

Q. The unconfined compressive strength of a very soft clay is ?

  • (A) 10 to 25 kN/m²
  • (B) 25 to 150 kN/m²
  • (C) 150 to 400 kN/m²
  • (D) above 400 kN/m²
πŸ’¬ Discuss
βœ… Correct Answer: (A) 10 to 25 kN/m²

Q. When applying Darcy's law to soils, it is assumed that the ?

  • (A) soil is incompressible
  • (B) soil is homogeneous and isotropic
  • (C) flow conditions are laminar
  • (D) all of these
πŸ’¬ Discuss
βœ… Correct Answer: (D) all of these

Q. A dry sand specimen is put through a triaxial test. The cell pressure is 50 kPa and the deviation stress at failure is 100 kPa. The angle of internal friction for the sand specimen is ?

  • (A) 15?
  • (B) 30?
  • (C) 35?
  • (D) 40?
πŸ’¬ Discuss
βœ… Correct Answer: (B) 30?

Q. The unit bearing capacity of footing in sand ?

  • (A) decreases with depth of footing
  • (B) decreases with width of footing
  • (C) increases as well as decrease with depth of footing
  • (D) increases with width of footing angle of internal friction
πŸ’¬ Discuss
βœ… Correct Answer: (D) increases with width of footing angle of internal friction

Jump to