Previous Year Very Short Questions of SFE (DIPLOMA civil enginerring 5th)

Soil and foundation engineering

Previous year question paper with solutions for Soil and foundation engineering

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  1. Permeability of coarse grained soil is _________ than fine grain soil.
  2. For fully saturated soil the value of S =__________ (%).
  3. The consistency limits are also known as _________
  4. The compression of saturated soil due to expulsion of water is called ________
  5. For purely cohesive soil the angle of shearing resistance is _________
  6. During compaction the voids of soil _________
  7. Plate load test is used to determine _________ of soil
  8. A block sample is __________ sample.
  9. Pile foundation is an example of _________ foundation.
  10. Piles which resist tensile forces are called ________ piles.
  11. Silts is……………… grained soil.
  12. For fully saturated soil degree of saturation is………………
  13. The method of arranging soil into different groups is termed as…………..
  14. The degree of plasticity sand is………………
  15. Clay soil is termed as…………. In terms of permeability
  16. When the sand particles starting boiling by the upward flow of water, the condition is termed as……….
  17. For purely cohesive soils, the angle of shearing resistance is ………………
  18. The shear strength equation was proposed by……………….
  19. During compaction the voids of a soil mass ……………
  20. If the water table rises below the foundation, then bearing capacity of soil………………
  21. Clays have particles size greater than 0.002 mm.(True false)
  22. Auger boring collects undisturbed sample.(True false)
  23. Gravels are less permeable than sand.(True false)
  24. Creep is vertical movement of soils.(True false)
  25. Pile foundation is a shallow foundation.(True false)