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Soil Mechanics and Foundation Engineering problems


  • 1. If Cs is the expansion index in Q. 11.165, the empirical formula given by Terzaghi, is

  • Options
  • A. e = e0 - Cd log10 ?'/?0'
  • B. e = e0 + Cd log10 ?'/?0'
  • C. e0 = e - Cd log10 ?'/?0'
  • D. e° = e + Cd log10 ?'/?0'
  • Discuss
  • 2. 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
  • 3. 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
  • 4. 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
  • 5. Pile foundations are generally preferred to for

  • Options
  • A. bridge foundations
  • B. sky scrapper buildings
  • C. residential buildings
  • D. runways.
  • Discuss
  • 6. 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
  • 7. If the bulk density of the soil is ? and water content ?, then dry density of the soil, is

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 8. 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
  • 9. 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
  • 10. 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

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