Solved question paper for SFE May-2009 (DIPLOMA 4th)

Solved Question Paper

Soil and foundation engineering May-2009

PSBTE • DIPLOMA • Cvil Engineering • 4th • May-2009

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. Open caissons are also known as
    Fill in the Blanks May-2009 • PSBTE DIPLOMA
  2. The piles having one or more bulbs are called
    Fill in the Blanks May-2009 • PSBTE DIPLOMA
  3. Mat footing is also called
    Fill in the Blanks May-2009 • PSBTE DIPLOMA
  4. Core cutter method is used to calculate
    Fill in the Blanks May-2009 • PSBTE DIPLOMA
  5. Maximum compaction is obtained at
    Fill in the Blanks May-2009 • PSBTE DIPLOMA
  6. Sand drains are infact weak piles used to stabilize soil.
    True / False May-2009 • PSBTE DIPLOMA
  7. Due to lowering of water table, settlement occurs.
    True / False May-2009 • PSBTE DIPLOMA
  8. Degree of consolidation depends upon soil permeability.
    True / False May-2009 • PSBTE DIPLOMA
  9. Darcy's law is valid for laminar flow.
    True / False May-2009 • PSBTE DIPLOMA
  10. The ratio of D60 to D10 is called coefficient of uniformity (Cu).
    True / False May-2009 • PSBTE DIPLOMA
  11. Colloids are particles of size less than
    MCQ May-2009 • PSBTE DIPLOMA
  12. Plasticity index of clay soil is
    MCQ May-2009 • PSBTE DIPLOMA
  13. Seepage velocity is equal to velocity of flow multiplied by
    MCQ May-2009 • PSBTE DIPLOMA
  14. The hydraulic gradient (i) is given by
    MCQ May-2009 • PSBTE DIPLOMA
  15. The range of optimum water content for clays is
    MCQ May-2009 • PSBTE DIPLOMA
  16. Prove s = W.G
    Short Answer May-2009 • PSBTE DIPLOMA
  17. What are index properties?
    Short Answer May-2009 • PSBTE DIPLOMA
  18. How pressure bulb is drawn?
    Short Answer May-2009 • PSBTE DIPLOMA
  19. What is plasticity index?
    Short Answer May-2009 • PSBTE DIPLOMA
  20. What is the shape of clay particles?
    Short Answer May-2009 • PSBTE DIPLOMA
  21. What is peat?
    Short Answer May-2009 • PSBTE DIPLOMA
  22. When e = W/G and in what type of soil?
    Short Answer May-2009 • PSBTE DIPLOMA
  23. How soils are divided in India on the basis of physiography, climatic conditions and geological formation?
    Short Answer May-2009 • PSBTE DIPLOMA
  24. What is the importance of particle size distribution curve?
    Short Answer May-2009 • PSBTE DIPLOMA
  25. What are plastic soils?
    Short Answer May-2009 • PSBTE DIPLOMA
  26. What are mechanical rammers?
    Short Answer May-2009 • PSBTE DIPLOMA
  27. How triaxial test differs from direct shear test? Give any three points.
    Short Answer May-2009 • PSBTE DIPLOMA
  28. What are stress-strain curves? Give their importance?
    Long Answer May-2009 • PSBTE DIPLOMA
  29. How piles are installed?
    Short Answer May-2009 • PSBTE DIPLOMA
  30. What is the influence of soil conditions on the exploratory programme?
    Short Answer May-2009 • PSBTE DIPLOMA
  31. How shear strength is measured with a direct shear test?
    Long Answer May-2009 • PSBTE DIPLOMA
  32. How will you control compaction? Explain briefly.
    Short Answer May-2009 • PSBTE DIPLOMA
  33. What are the effects of black cotton soils on construction of buildings?
    Short Answer May-2009 • PSBTE DIPLOMA
  34. What is total settlement?
    Short Answer May-2009 • PSBTE DIPLOMA
  35. The coefficient of permeability of a soil sample 60 mm in height is 3 ml/day. If a quantity of water equal to 500 ml passes down in 8 minutes under an effective constant head of 300 mm, determine cross sectional area of the soil sample in cm².
    Long Answer May-2009 • PSBTE DIPLOMA
  36. A soil sample has a void ratio of 0.8 and specific gravity of solid particles is 2.67. Can you determine the moisture content? If not, why?
    Long Answer May-2009 • PSBTE DIPLOMA
  37. If moisture content cannot be determined, can you find the upper and lower limits? If yes, find them.
    Long Answer May-2009 • 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.