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  • Question
  • If the bulk density of the soil is ? and water content ?, then dry density of the soil, is


  • Options
  • A. If the bulk density of the soil is ? and water content ?, then dry density of the soil, is
  • B. If the bulk density of the soil is ? and water content ?, then dry density of the soil, is
  • C. If the bulk density of the soil is ? and water content ?, then dry density of the soil, is
  • D. If the bulk density of the soil is ? and water content ?, then dry density of the soil, is

  • Correct Answer
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  • Soil Mechanics and Foundation Engineering problems


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    • 1. The maximum possible value nf dry density is referred to as

    • Options
    • A. dry density
    • B. zero air voids
    • C. saturation dry density
    • D. all the above.
    • Discuss
    • 2. Pile foundations are generally preferred to for

    • Options
    • A. bridge foundations
    • B. sky scrapper buildings
    • C. residential buildings
    • D. runways.
    • Discuss
    • 3. The specific yield of soil depends upon

    • Options
    • A. compaction of stratum
    • B. distribution of pores
    • C. shape and size of particles
    • D. all the above.
    • Discuss
    • 4. Pick up the correct statement from the following:

    • Options
    • A. A soil having pH value more than 7 is an acidic soil
    • B. A soil having pH value less than 7 is an acidic soil
    • C. A soil having pH value more than 7 is an alkaline soil
    • D. A soil containing chemicals for the manufacture of portland cement is preferred.
    • Discuss
    • 5. The bulk density of the soil sample stated in Q. No. 11.243, is

    • Options
    • A. 1.4 g/cc
    • B. 1.6 g/cc
    • C. 1.8 g/cc
    • D. 2.0 g/cc
    • Discuss
    • 6. The seepage exit gradient in a soil is the ratio of

    • Options
    • A. total head to the length of seepage
    • B. flow line to slope
    • C. head upstream to that at downstream
    • D. head loss to the length of the seepage
    • E. none of these.
    • Discuss
    • 7. For general engineering purposes, soils are classified by

    • Options
    • A. particle size classification system
    • B. textural classification system
    • C. High Way Research Board (HRB), classification system
    • D. unified soil classification system.
    • Discuss
    • 8. A failure wedge develops if a retaining wall

    • Options
    • A. moves away from the backfill
    • B. moves towards the backfill
    • C. sinks downwards
    • D. stresses equally by vertical and horizontal forces.
    • Discuss
    • 9. When a cohesionless soil attains quick condition, it looses

    • Options
    • A. shear strength
    • B. bearing capacity
    • C. both (a) and (b)
    • D. neither (a) nor (6).
    • Discuss
    • 10. The void ratio of the soil sample stated in Q. No. 216, is

    • Options
    • A. 0.4
    • B. 0.5
    • C. 0.6
    • D. 0.75
    • Discuss


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