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Home Civil Engineering Soil Mechanics and Foundation Engineering Comments

  • Question
  • 'Talus' is the soil transported by


  • Options
  • A. wind
  • B. water
  • C. glacier
  • D. gravitational force.

  • Correct Answer
  • gravitational force. 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. The length/diameter ratio of cylindrical specimens used in triaxial test, is generally

    • Options
    • A. 1
    • B. 1.5
    • C. 2
    • D. 2.5
    • E. 3
    • Discuss
    • 2. If water content of a soil is 40%, G is 2.70 and void ratio is 1.35, the degree of saturation is

    • Options
    • A. 70%
    • B. 75%
    • C. 80%
    • D. 85%
    • E. 90%
    • Discuss
    • 3. Chemical weathering of soil is caused due to

    • Options
    • A. oxidation
    • B. carbonation
    • C. hydration
    • D. leaching
    • E. all the above.
    • Discuss
    • 4. Compression of soil occurs rapidly if voids are filled with

    • Options
    • A. air
    • B. water
    • C. partly with air and partly with water
    • D. none of these.
    • Discuss
    • 5. The consolidation time for soils

    • Options
    • A. increases with increasing compressibility
    • B. decreases with increasing permeability
    • C. increases rapidly with increasing size of soil mass
    • D. is independent of the magnitude of the stress change.
    • E. All the above.
    • Discuss
    • 6. The degree of saturation of the soil sample stated in Question No. 11.243, is

    • Options
    • A. 54%
    • B. 64%
    • C. 74%
    • D. 84%
    • Discuss
    • 7. If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is

    • Options
    • A. 25%
    • B. 40%
    • C. 60%
    • D. 75%
    • Discuss
    • 8. A direct shear test possesses the following disadvantage:

    • Options
    • A. A relatively thin thickness of sample permits quick drainage
    • B. A relatively thin thickness of sample permits quick dissipation of pore pressure developed during the test
    • C. As the test progresses the area under shear, gradually changes
    • D. none of these.
    • Discuss
    • 9. Tergazhi's theory of one dimensional consolidation assumes

    • Options
    • A. soil is homogeneous and fully saturated
    • B. water and soil particles are incompressible
    • C. deformation of the soil, is entirely due to change in volume
    • D. Darcey's law for the velocity of flow of water through soil, is perfectly valid
    • E. all the above.
    • Discuss
    • 10. Hydrometer readings are corrected for:

    • Options
    • A. temperature correction
    • B. meniscus correction
    • C. dispersing agent correction
    • D. meniscus and dispersing agent corrections
    • E. temperature, meniscus and dispersing agent corrections.
    • Discuss


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