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Home Civil Engineering Soil Mechanics and Foundation Engineering Comments

  • Question
  • 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

  • Correct Answer
  • 0.188 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. According to Rankine's fromula, the minimum depth of foundation

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 2. 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
    • 3. 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.
    • Discuss
    • 4. 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
    • 5. 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
    • 6. 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
    • 7. 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
    • 8. If the natural moisture content, the liquid limit and plastic limit of a soil sample are stated as 30.5%, 42.5% and 22.5% respectively, the ratio of liquidity index and plastic index, is

    • Options
    • A.
    • B.
    • C. 2
    • D.
    • Discuss
    • 9. A soil mass is said to be in plastic equilibrium if

    • Options
    • A. it is stressed to maximum
    • B. it is on the verge of failure
    • C. it is in plastic stage
    • D. it starts flowing.
    • Discuss
    • 10. Pick up the correct statement from the following:

    • Options
    • A. The object of classifying soils is to arrange them into groups according to their properties and behaviour
    • B. A soil classification system is meant to provide an accepted and systematic method of describing the various types of soils eliminating personal factors
    • C. The first category of soil classification is based on grain size of the soil
    • D. The second category of soil classification is based on fine as well as coarse grains
    • E. All the above.
    • Discuss


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