πŸ“Š Geotechnical Engineering
Q. The compression index of a soil
  • (A) Decreases with an increase in the liquid limit
  • (B) Increases with an increase in the liquid limit
  • (C) Decreases with an increase in the plastic limit
  • (D) Is not related with plastic limit
πŸ’¬ Discuss
βœ… Correct Answer: (B) Increases with an increase in the liquid limit
πŸ“Š Geotechnical Engineering
Q. Sensitivity of a soil can be defined as
  • (A) Percentage of volume change of soil under saturated condition
  • (B) Ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state
  • (C) Ratio of volume of voids to volume of solids
  • (D) None of the above
πŸ’¬ Discuss
βœ… Correct Answer: (B) Ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state
πŸ“Š Geotechnical Engineering
Q. The intensity of active earth pressure at a depth of 10 metres in dry cohesionless sand with an angle of internal friction of 30° and with a weight of 1.8 t/m3, is
  • (A) 4 t/m2
  • (B) 5 t/m2
  • (C) 6 t/m2
  • (D) 7 t/m2
πŸ’¬ Discuss
βœ… Correct Answer: (C) 6 t/m2
πŸ“Š Geotechnical Engineering
Q. The soil moisture driven off by heat, is called
  • (A) Free water
  • (B) Hydroscopic water
  • (C) Gravity water
  • (D) None of these
πŸ’¬ Discuss
βœ… Correct Answer: (B) Hydroscopic water
πŸ“Š Geotechnical Engineering
Q. Effective stress is
  • (A) The stress at particles contact
  • (B) A physical parameter that can be measured
  • (C) Important because it is a function of engineering properties of soil
  • (D) All of the above
πŸ’¬ Discuss
βœ… Correct Answer: (C) Important because it is a function of engineering properties of soil
πŸ“Š Geotechnical Engineering
Q. The angle of internal friction is maximum for
  • (A) angular-grained loose sand
  • (B) angular-grained dense sand
  • (C) round-grained dense sand
  • (D) round-grained loose sand
πŸ’¬ Discuss
βœ… Correct Answer: (B) angular-grained dense sand
πŸ“Š Geotechnical Engineering
Q. If the coefficients of volume change and compressibility of a soil sample are 6.75 × 10-2 and 3 × 10-2 respectively, the void ratio of the soil sample, is
  • (A) 1.10
  • (B) 1.15
  • (C) 1.20
  • (D) 1.30
πŸ’¬ Discuss
βœ… Correct Answer: (D) 1.30
πŸ“Š Geotechnical Engineering
Q. When a cohesionless soil attains quick condition, it looses
  • (A) Shear strength
  • (B) Bearing capacity
  • (C) Both (a) and (b)
  • (D) Neither (a) nor (6)
πŸ’¬ Discuss
βœ… Correct Answer: (C) Both (a) and (b)
πŸ“Š Geotechnical Engineering
Q. Select the correct statement.
  • (A) The greater the viscosity, the greater is permeability
  • (B) The greater the unit weight, the greater is permeability
  • (C) The greater the unit weight, the smaller is permeability
  • (D) Unit weight does not affect permeability
πŸ’¬ Discuss
βœ… Correct Answer: (B) The greater the unit weight, the greater is permeability

Jump to