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Home Civil Engineering Soil Mechanics and Foundation Engineering Comments

  • Question
  • Plasticity index is defined as the range of water content between


  • Options
  • A. liquid and plastic limit
  • B. plastic limit and semi solid limit
  • C. semi-solid limit and liquid limit
  • D. liquid limit and solid limit.

  • Correct Answer
  • liquid and plastic limit 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. Stoke's law does not hold good if the size of particle is smaller than

    • Options
    • A. 0.0002 mm
    • B. 0.002 mm
    • C. 0.02 mm
    • D. 0.2 mm
    • Discuss
    • 2. A pycnometer is used to determine

    • Options
    • A. voids ratio
    • B. dry density
    • C. water content
    • D. density index.
    • Discuss
    • 3. Pick up the correct statement from the following:

    • Options
    • A. A maximum value of dry density is obtained at optimum water content
    • B. At low value of water content most soils tend to be stiff.
    • C. At high water content, the dry density decreases with an increase of water content.
    • D. An airless soil will have maximum possible value of dry density for the given water content
    • E. All the above.
    • Discuss
    • 4. The reduction in volume of soil due to squeezing out of water from the voids, is termed

    • Options
    • A. primary consolidation
    • B. primary compression
    • C. primary time effect
    • D. all the above.
    • Discuss
    • 5. The angle of internal friction, is least for

    • Options
    • A. angular-grained loose sand
    • B. angular -grained dense sand
    • C. round-grained loose sand
    • D. round-grained loose sand
    • E. clays.
    • Discuss
    • 6. The shear strength in plastic undrained clay, is due to

    • Options
    • A. inter-granular friction
    • B. internal friction
    • C. cohesion
    • D. none of these.
    • Discuss
    • 7. In non-cohesive soil in passive state of plastic equilibrium

    • Options
    • A. major principal stress is horizontal
    • B. minor principal stress is vertical
    • C. major principal stress is vertical
    • D. minor and major principal stresses are equally inclined to the horizontal.
    • Discuss
    • 8. According to IS : 2720 - 1965, the composition of a dispersing solution used in pipette analysis for determining the size of particles, is

    • Options
    • A. sodium-hexametaphosphate 33 g, sodium carbonate 7 g and distilled water one litre
    • B. sodium-hexametaphosphate 7 g, sodium carbonate 33 g and distilled water one litre
    • C. sodium-hexametaphosphate 23 g, sodium carbonate 17 g and distilled water one litre
    • D. none of these.
    • Discuss
    • 9. The shear strength of a soil

    • Options
    • A. increases with an increase in the normal stress
    • B. is proportional to the cohesion of the soil
    • C. is generally known as the strength of the soil
    • D. is proportional to the tangent of the angle of internal friction
    • E. all the above.
    • Discuss
    • 10. The critical exist gradient of seepage water in soils, increases with

    • Options
    • A. an increase in specific gravity
    • B. a decrease in specific gravity
    • C. a decrease in void ratio
    • D. both (a) and (c)
    • E. none of these.
    • Discuss


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