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Home Civil Engineering Soil Mechanics and Foundation Engineering Comments

  • Question
  • The quantity of seepage of water through soils is proportional to


  • Options
  • A. coefficient of permeability of soil
  • B. total head loss through the soil
  • C. neither (a) nor (b)
  • D. both (a) and (b).

  • Correct Answer
  • both (a) and (b). 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as

    • Options
    • A. quick test
    • B. drained test
    • C. consolidated undrained test
    • D. none of these.
    • Discuss
    • 2. The clay soil mainly consists of

    • Options
    • A. Kaolinites .
    • B. Montomorillonite
    • C. Illites
    • D. Vermiculite
    • E. All the above.
    • Discuss
    • 3. The ultimate Settlement of a soil is directly proportional to:

    • Options
    • A. depth of the compressible soil strata
    • B. compressive index
    • C. void ratio
    • D. both (a) and (b)
    • E. none of these.
    • Discuss
    • 4. The liquid limit and plastic limit exist in

    • Options
    • A. sandy soils
    • B. silty soils
    • C. gravel soils
    • D. clay soils.
    • Discuss
    • 5. Geologic cycle for the formation of soil, is

    • Options
    • A. Upheavel ? transportation ? deposition ? weathering
    • B. Weathering ? upheaval ? transportation ? deposition
    • C. Transportation ? upheaval ? weathering ? deposition
    • D. Weathering ? transportation ? deposition ? upheaval
    • E. None of these.
    • Discuss
    • 6. The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known

    • Options
    • A. liquid limit
    • B. plastic limit
    • C. shrinkage limit
    • D. permeability limit.
    • Discuss
    • 7. If S, L and R are the arc length, long chord and radius of the sliding circle then the perpendicular distance of the line of the resultant cohesive force, is given by

    • Options
    • A.
    • B.
    • C.
    • D. none of these.
    • Discuss
    • 8. Minimum size of the particles of silt soil, is

    • Options
    • A. 0.002 mm
    • B. 0.04 mm
    • C. 0.06 mm.
    • D. 0.08 mm
    • E. 1 mm
    • Discuss
    • 9. Pick up the correct statement from the following :

    • Options
    • A. In soils, the flow index indicates variation in shear strength with water content
    • B. Liquid limit minus plastic limit, is known as plasticity index of the soil
    • C. Plastic limit minus shrinkage limit, is known as shrinkage index of the soil
    • D. The ratio of the plasticity index to the flow limit, is known as toughness index of the soil
    • E. All the above.
    • Discuss
    • 10. Failure of the stability of slopes, generally occurs along

    • Options
    • A. slip plane
    • B. a horizontal surface
    • C. a curved surface
    • D. all the surfaces.
    • Discuss


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