logo

CuriousTab

CuriousTab

Discussion


Home Civil Engineering Soil Mechanics and Foundation Engineering Comments

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


  • Options
  • A. When stress decreases, void, ratio decreases
  • B. When stress decreases, coefficient of permeability decreases
  • C. When stress decreases, coefficient of volume change decreases
  • D. When stress decreases void ratio, co-effi-cients of per-meability and volume change decrease.

  • Correct Answer
  • When stress decreases void ratio, co-effi-cients of per-meability and volume change decrease. 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. The bearing capacity of a soil depends upon

    • Options
    • A. size of the particles
    • B. shape of the particles
    • C. cohesive properties of particles
    • D. internal frictional resistance of particles
    • E. all the above.
    • Discuss
    • 2. A suspended particle falls through a height H cm in water in t minutes. If the viscosity of water is ? and specific gravity of the particle is G, the diameter of the particle is (where M is a constant factor)

    • Options
    • A. 103M
    • B. 104M
    • C. 105M
    • D. 102M
    • Discuss
    • 3. Pick up the correct statement from the following:

    • Options
    • A. The permeability of the coarse-grained soils may be reduced by grouting.
    • B. The process of injecting fluids (i.e. grouts) into the pores space of the soil, is called grouting.
    • C. The grouting increases the soil strength.
    • D. All the above.
    • Discuss
    • 4. A plane inclined at an angle ? to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

    • Options
    • A. natural slope line
    • B. repose line
    • C. the ? line
    • D. all the above.
    • Discuss
    • 5. A triaxial shear test is prefered to direct shear test, because

    • Options
    • A. it can be performed under all three driange conditions with complete control
    • B. precise measurement of pore pressure and change in volume during test, is not posible
    • C. stress distribution on the failure plane, is non uniform
    • D. none of these.
    • Discuss
    • 6. If G is specific gravity of sand particles, e is porosity, the critically hydraulic gradient

    • Options
    • A. ic =
    • B. ic =
    • C. ic =
    • D. ic =
    • Discuss
    • 7. According to Rankine's fromula, the minimum depth of foundation

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 8. An unsaturated 100 cm3 sample of soil weighs 190 g. If its dried weight is 160 g, water content of the soil, is

    • Options
    • A. 0.188
    • B. 0.288
    • C. 0.388
    • D. 0.488
    • E. 0.588
    • Discuss
    • 9. The ratio of volume of air voids to the volume of total voids, is known as

    • Options
    • A. air content
    • B. percentage air voids
    • C. percentage voids
    • D. porosity.
    • Discuss
    • 10. A soil sample of mass specific gravity 1.92, has a moisture content 30%. If the specific gravity of solids is 2.75, the void ratio, is

    • Options
    • A. 0.858
    • B. 0.860
    • C. 0.862
    • D. 0.864
    • Discuss


    Comments

    There are no comments.

Enter a new Comment