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Home Civil Engineering Soil Mechanics and Foundation Engineering Comments

  • Question
  • Pick up the correct statement from the following:


  • Options
  • A. The phenomenon of quicksand generally occurs in the cohesionless soil
  • B. At critical hydraulic gradient, the saturated sand becomes quick
  • C. The critical gradient depends on the void ratio and the specific gravity
  • D. The quick sand occurs more in fine sand and silt than coarse material
  • E. All the above.

  • Correct Answer
  • All the above. 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. An infinite slope is inclined at angle i and has its angle of internal friction ?, the stability number Sa, is

    • Options
    • A.
    • B.
    • C. (tan i - tan ?) cos2 i
    • D. (tan i - tan ?) sin2 i
    • Discuss
    • 2. A moist soil sample weighing 108 g has a volume of 60 cc. If water content is 25% and value of G = 2.52, the void ratio is

    • Options
    • A. 0.55
    • B. 0.65
    • C. 0.75
    • D. 0.80
    • Discuss
    • 3. Transporting and redepositing soils, is done by

    • Options
    • A. water
    • B. glacier
    • C. gravity
    • D. wind
    • E. all the above.
    • Discuss
    • 4. Fundamental relationship between dry density (?d), specific gravity (G), water content (?) and percentage of air voids (na) is :

    • Options
    • A. ?d =
    • B. ?d =
    • C. ?d =
    • D. ?d =
    • Discuss
    • 5. The compression resulting from a long term static load and consequent escape of pore water, is known as

    • Options
    • A. compaction
    • B. consolidation
    • C. swelling
    • D. none of these.
    • Discuss
    • 6. If the unit weight of sand particles is 2.696 g/cc. and porosity in loose state is 44%, the critical hydraulic gradient for quick sand condition, is

    • Options
    • A. 0.91
    • B. 0.92
    • C. 0.93
    • D. 0.94
    • E. 0.95
    • Discuss
    • 7. Darcy's law is applicable to seepage if a soil is

    • Options
    • A. homogeneous
    • B. isotropic
    • C. incompressible
    • D. all the above.
    • Discuss
    • 8. Through a point in a loaded soil, the principal stress is maximum on

    • Options
    • A. minor principal plane
    • B. intermediate principal plane
    • C. major principal plane
    • D. none of these.
    • Discuss
    • 9. Terzaghi's analysis assumes :

    • Options
    • A. soil is homogeneous and isotropic
    • B. elastic zone has straight boundaries inclined at ? = ? to the horizontal and plastic zones fully developed
    • C. failure zones do not extend above the horizontal plane through the base of the footing
    • D. all the above.
    • Discuss
    • 10. If the coefficients of volume change and compressibility of a soil sample are respectively 6.75 x 10-2 and 3 x 10-2, the void ratio of the soil sample, is

    • Options
    • A. 1.10
    • B. 1.15
    • C. 1.20
    • D. 1.25
    • E. 1.30
    • Discuss


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