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Home Civil Engineering Soil Mechanics and Foundation Engineering Comments

  • Question
  • The coefficient of compressibility of soil, is the ratio of


  • Options
  • A. stress to strain
  • B. strain to stress
  • C. stress to settlement
  • D. rate of loading to that of settlement.

  • Correct Answer
  • strain to stress 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. The effective size of particles of soil is denoted by

    • Options
    • A. D10
    • B. D20
    • C. D30
    • D. D60
    • Discuss
    • 2. Pick up the correct statement from the following:

    • Options
    • A. Sandy clayloam contains highest percentage of sand
    • B. Silty clayloam contains highest percentage of silt
    • C. Stiff boulder clay offers maximum shear strength
    • D. Soft chalk carries least safe load
    • E. All the above.
    • Discuss
    • 3. According to Coulomb's wedge theory, the active earth pressure slides the wedge

    • Options
    • A. down and outwards on a slip surface
    • B. up and inwards on a slip surface
    • C. horizontal upward and parallel to base
    • D. horizontal inward and parallel to base.
    • Discuss
    • 4. The minimum water content at which the soil retains its liquid state and also possesses a small shearing strength against flowing, is known

    • Options
    • A. liquid limit
    • B. plastic limit
    • C. shrinkage limit
    • D. permeability limit.
    • Discuss
    • 5. The weight of a pycnometer containing 400 g sand and water full to the top is 2150 g. The weight of pycnometer full of clean water is 1950 g. If specific gravity of the soil is 2.5, the water content is

    • Options
    • A. 5%
    • B. 10%
    • C. 15%
    • D. 20%
    • Discuss
    • 6. If the failure of a finite slope occurs through the toe, it is known as

    • Options
    • A. slope failure
    • B. face failure
    • C. base failure
    • D. toe failure.
    • Discuss
    • 7. The fluid generally used for grouting is

    • Options
    • A. cement and water mix
    • B. clay suspension
    • C. sodium silicate
    • D. bitumen emulsion
    • E. all the above.
    • Discuss
    • 8. The water content of soil is defined as the ratio of

    • Options
    • A. volume of water to volume of given soil
    • B. volume of water to volume of voids in soil
    • C. weight of water to weight of air in voids
    • D. weight of water to weight of solids of given mass of soil.
    • Discuss
    • 9. Pick up the clay soil group which does not swell when wet from the following :

    • Options
    • A. Kaolinite group
    • B. Mite group
    • C. Vermiculite group
    • D. Montrorillonite group.
    • Discuss
    • 10. If Nf, Nd and H are total number flow channels, total number of potential drops and total hydraulic head differences respectively, the discharge q through the complete flow is given by (where K is a constant)

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss


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