Solved question paper for SFE May-2018 (DIPLOMA civil enginerring 5th)

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Soil and foundation engineering

Previous year question paper with solutions for Soil and foundation engineering May-2018

Our website provides solved previous year question paper for Soil and foundation engineering May-2018. Doing preparation from the previous year question paper helps you to get good marks in exams. From our SFE question paper bank, students can download solved previous year question paper. The solutions to these previous year question paper are very easy to understand.

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Question paper 1

  1. SECTION-A

    Q1. a) Fill in the blanks.

    i. ……………… the pioneered the concept of soil mechanics.

    Answer:

    2. Read more

  2. ii. Aeolian deposits are formed by …………….

    Answer:

    3. Read more

  3. iii. Silt is ………………… grained soil.

    Answer:

    4. Read more

  4. iv. Peat is an example of ………………… soil.

    Answer:

    5. Read more

  6. v. Porosity is also known as ………………

    Answer:

    7. Read more

  7. vi. Void ratio of coarse grained soil is …………….. Than the fine grained soil.

    Answer:

    8. Read more

  8. vii. China clay is an example of …………….. Group of soil.

    Answer:

  9. viii. The degree of plasticity of sand is ………………….

    Answer:

  11. ix. The consistency limits are also known as …………..

    Answer:

  12. x. The effect of pore water pressure is to ……………………. the volume of soil mass.

    Answer:

  13. b) State True or False.

    xi. The pressure of water below W.T is less than the atmosphere.

    Answer:

  14. xii. Poor pressure is known as neutral stress because its value is always zero.

    Answer:

  16. xiii. Soils in the field are subjected to direct shear stress.

    Answer:

  17. xiv. Compaction and consolidation are the same processes.

    Answer:

  18. xv. Grouting technique is used for clays.

    Answer:

  19. SECTION-B

    Q2. Attempt any six questions.

    a. What are the factors which affect the compaction?

    Answer:

    20. Read more

  21. b. Differentiate between compaction & consolidation.

    Answer:

  22. c. Explain Darcy’s law and give its limitation.

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  23. d. Give the concept of Shallow and Deep foundation.

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  24. e. Define permeability. Give its concept.

    Answer:

  26. f. Define total stress and effective stress.

    Answer:

  27. g. Explain the difference between void ratio and porosity.

    Answer:

  28. h. Explain the factors affecting bearing capacity o soil.

    Answer:

  29. SECTION-C

    Q3. Attempt any three questions.

    i. Explain the factors which effect permeability of soil

    Answer:

    30. Read more

  31. ii. Describe the various methods of compacting soils.

    Answer:

    32. Read more

  32. iii. How will you determine the bearing capacity of soil by SPT?

    Answer:

    33. Read more

  33. iv. Define well foundation. Explain its necessity and also draw with neat sketch.

    Answer:

    34. Read more