Previous Year Very Short Questions of FE (B-TECH civil engineering 6th)

FOUNDATION ENGINEERING

Previous year question paper with solutions for FOUNDATION ENGINEERING

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  1. Calculate depth of soil exploration for a 15 storey heavy steel building
  2. Differentiate between disturbed and undisturbed soil samples
  3. Write advantages of Coulomb’s theory.
  4. How water correction factor is applied to bearing capacity?
  5. What are Newmark’s charts?
  6. List causes of settlement of structures
  7. What are Isobars?
  8. Mention necessity of pile foundations.
  9. Discuss significance of undreamed pile.
  10. What is pneumatic caisson?
  11. What do you understand by Geophysical method of soil exploration?
  12. Differentiate between SPT and SCPT
  13. Differentiate between Gernal and local shear failure.
  14. Give BIS method for calculating bearing capacity of foundation
  15. What are Isobars?
  16. What is Static load carrying capacity of pile? Give its expression also.
  17. What are end bearing and friction piles?
  18. Discuss pile group efficiency briefly.
  19. Define proportioning of raft foundations.
  20. Define Scour depth for a well.
  21. Differentiate between representative and non representative sample.
  22. What factors influence the bearing capacity of a footing on cohesion less soil?
  23. Define skempton's pore pressure parameters.
  24. Differentiate between active and passive earth pressure.
  25. What are the major criterions for design of foundations?
  26. Differentiate between safe bearing capacity and safe allowable bearing pressure
  27. Differentiate between uniform and differential settlement
  28. Distinguish between seepage and discharge velocities through soil.
  29. What are the various forces acting on a well foundation?