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Home Civil Engineering Soil Mechanics and Foundation Engineering Comments

  • Question
  • Cohesionless soil is


  • Options
  • A. sand
  • B. silt
  • C. clay
  • D. clay and silt.

  • Correct Answer
  • sand 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. Pick up the correct statement from the following:

    • Options
    • A. In hydrometer method, weight Wd per ml of suspension is found directly
    • B. In pipette analysis, weight Wd per ml of suspension is found indirectly
    • C. In pipette analysis, weight Wd per ml of suspension is found directly
    • D. None of these.
    • Discuss
    • 2. The change of moisture content of soils, changes the

    • Options
    • A. value of the angle of repose
    • B. amount of compaction required
    • C. cohesive strength of soil
    • D. all the above.
    • Discuss
    • 3. The void ratio of the soil sample stated in Q. No. 216, is

    • Options
    • A. 0.4
    • B. 0.5
    • C. 0.6
    • D. 0.75
    • Discuss
    • 4. When a cohesionless soil attains quick condition, it looses

    • Options
    • A. shear strength
    • B. bearing capacity
    • C. both (a) and (b)
    • D. neither (a) nor (6).
    • Discuss
    • 5. A failure wedge develops if a retaining wall

    • Options
    • A. moves away from the backfill
    • B. moves towards the backfill
    • C. sinks downwards
    • D. stresses equally by vertical and horizontal forces.
    • Discuss
    • 6. The maximum pressure which a soil can carry without shear failure, is called

    • Options
    • A. safe bearing capacity
    • B. net safe bearing capacity
    • C. net ultimate bearing capacity
    • D. ultimate bearing capacity.
    • Discuss
    • 7. Pick up the correct statement from the following:

    • Options
    • A. Coefficient of compressibility is the decrease in void ratio per unit increase of pressure
    • B. The percent settlement at any time is called degree of consolidation
    • C. Time factor is a dimensionless quantity
    • D. The initial curve on either side of the point of unloading and reloading is called 'virgin curve'
    • E. All the above.
    • Discuss
    • 8. The area of cross-section A at failure or during any stage of Triaxial Compression Test and its initial length (L) and volume (V), are related by the equation

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 9. Pick up the correct definition from the following:

    • Options
    • A. The lateral pressure exerted by the soil when the retaining wall moves away from the back fill, is generally known as active earth pressure of the soil
    • B. The lateral pressure exerted by the soil when the retaining wail moves towards the soil, is generally known as 'Passive earth pressure of the soil'
    • C. The lateral pressure exerted by the soil when the retaining wall has no movement relative to the back fill, is known as 'earth pressure at rest of the soil'
    • D. All the above.
    • Discuss
    • 10. If there is no impervious boundary at the bottom of a hydraulic structure, stream lines tend to follow :

    • Options
    • A. a straight line
    • B. a parabola
    • C. a semi-ellipse
    • D. a semi-circle.
    • Discuss


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