Solved question paper for SFE May-2006 (DIPLOMA 4th)

Solved Question Paper

Soil and foundation engineering May-2006

PSBTE • DIPLOMA • Cvil Engineering • 4th • May-2006

Soil and Foundation Engineering is a 4th semester subject in the Diploma in Engineering course under the Punjab State Board of Technical Education. On this page, students can look for subject-wise previous year question papers to revise key concepts, practice important questions, and understand the exam pattern used in past papers. BRpaper helps you find old question papers and semester-wise paper collection for better preparation before exams. It is not the official website of the university or board, so availability may vary by year and paper. These papers are useful for revision, identifying repeated topics, and getting familiar with theory question formats.

Solved Questions

Solved
  1. The clay is a ____ grained soil.
    Fill in the Blanks 1 Marks May-2006 • PSBTE DIPLOMA
  2. Depending upon the coefficient of permeability, soil is designated as ____ or ____.
    Fill in the Blanks 1 Marks May-2006 • PSBTE DIPLOMA
  3. The slow lateral movement of the structure as a whole due to swelling is called ____.
    Fill in the Blanks 1 Marks May-2006 • PSBTE DIPLOMA
  4. The soil having soil fraction less than 2 micron is called ____.
    Fill in the Blanks 1 Marks May-2006 • PSBTE DIPLOMA
  5. Darcy equation is valid for flow ____.
    Fill in the Blanks 1 Marks May-2006 • PSBTE DIPLOMA
  6. The cross section of soil layers through the sub-soil is known as soil profile.
    MCQ 1 Marks May-2006 • PSBTE DIPLOMA
  7. The ratio of volume of voids to the total volume of soil is called ____.
    MCQ 1 Marks May-2006 • PSBTE DIPLOMA
  8. Effective stress is ____ than total stress.
    MCQ 1 Marks May-2006 • PSBTE DIPLOMA
  9. The upward movement of soil due to pore water pressure is called ____.
    MCQ 1 Marks May-2006 • PSBTE DIPLOMA
  10. Pore pressure equally on all sides of the soil particles ____.
    MCQ 1 Marks May-2006 • PSBTE DIPLOMA
  11. When the void ratio is reduced, the density also decreases.
    True / False 1 Marks May-2006 • PSBTE DIPLOMA
  12. The co-efficient of permeability is expressed as cm/second.
    True / False 1 Marks May-2006 • PSBTE DIPLOMA
  13. Liquid limit test is performed only for coarse-grained soils.
    True / False 1 Marks May-2006 • PSBTE DIPLOMA
  14. The moisture content corresponding to the maximum dry density is called optimum moisture content.
    True / False 1 Marks May-2006 • PSBTE DIPLOMA
  15. In direct shear test, plane of shear is predetermined.
    True / False 1 Marks May-2006 • PSBTE DIPLOMA
  16. Compare fine and coarse grained soil with special reference to engineering properties.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  17. Why particle size distribution curve is drawn on semilogarithmic graph sheet?
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  18. Differentiate between total and neutral stresses in soil.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  19. What equipments will you use for compacting clayey soils?
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  20. Differentiate between angle of internal friction and angle of repose.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  21. Explain critical void ratio.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  22. Give the utility of Proctor's needle test.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  23. Discuss the difference between compaction and consolidation.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  24. Explain creep in soils.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  25. Define bearing capacity of soil.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  26. Give significance of degree of consolidation.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  27. Discuss effect of effective stress on strength of soil.
    Short Answer 3 Marks May-2006 • PSBTE DIPLOMA
  28. Write a short note on disturbed samples.
    Short Answer 5 Marks May-2006 • PSBTE DIPLOMA
  29. Write a short note on undisturbed samples.
    Short Answer 5 Marks May-2006 • PSBTE DIPLOMA
  30. Discuss the factors which affect the bearing capacity of soil.
    Long Answer 10 Marks May-2006 • PSBTE DIPLOMA
  31. Write a short note on well foundation.
    Short Answer 5 Marks May-2006 • PSBTE DIPLOMA
  32. Write a short note on pile foundation.
    Short Answer 5 Marks May-2006 • PSBTE DIPLOMA
  33. Describe briefly the planning of sub surface investigation for constructing a building.
    Long Answer 5 Marks May-2006 • PSBTE DIPLOMA
  34. A cube of dried clay having each side 4 cm weighs 100 gms. The same cube of soil weighs 120 gms when saturated at unchanged volume. With the help of phase diagram, determine void ratio and specific gravity of solids.
    Long Answer 5 Marks May-2006 • PSBTE DIPLOMA

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01 Where can I find Soil and Foundation Engineering previous year question papers?

You can use this page to look for subject-wise previous year question papers for Soil and Foundation Engineering in the 4th semester Diploma Civil Engineering course.

02 Are these papers available for Punjab State Board of Technical Education Diploma Civil students?

Yes, this subject page is made for the Punjab State Board of Technical Education Diploma in Engineering Civil stream, 4th semester.

03 Can I download Soil and Foundation Engineering question papers in PDF format?

This page is meant to help students find question papers and related exam material, including PDF-style paper resources where available.

04 How do these previous year papers help in exam preparation?

They help you revise faster, understand the paper pattern, and identify topics that appear more often in past exams.

05 Do you provide solved question papers or official answers?

BRpaper is focused on previous year and old question papers for practice. It does not claim to provide official answers or solved papers unless clearly shown on the page.