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EndsemNov 20222019 patternBE Civil

Foundation Engineering SPPU Endsem Question Paper Nov 2022

All 8 questions from this SPPU endsem paper, as printed. Read them here or open the PDF.

Subject code
401001
Pattern
2019 pattern
Exam
Endsem
Session
Nov 2022
Max. marks
70
Time
2½ Hours
Semester
VII
Paper code
[5927]-328

Printed for: B.E. (Civil Engg.)

Instructions to the candidates

  1. Solve Q.1 or Q.2, Q.3 or Q.4, Q.5 or Q.6 and Q.7 or Q.8.
  2. Figures to the right indicate full marks.

Questions

  1. Q1

    1. a)

      Explain the following terms: i) Coeff. of Compressibility ii) Compression Index iii) Coefficient of volume Compressibility iv) Degree of Consolidation v) Coeff. of Consolidation.

      Also asked:Nov 2025

      [5]
    2. b)

      Draw contact pressure diagram for surface and deep footing in clay for flexible and rigid footing.

      [6]
    3. c)

      An oedometer test gives time for 90% consolidation as 16 minutes on a 20 mm thick specimen (double drainage). Determine the time required for 50% consolidation for a clay bed 3m thick with single face drainage.

      [6]
  2. Q2

    1. a)

      Discuss with sketch, logarithm of time fitting method for determination of coefficient of consolidation.

      Also asked:Nov 2025 ·May 2025 ·Nov 2024 ·Nov 2023 ·May 2023

      [5]
    2. b)

      Explain the following terms: i) Normally consolidated soil ii) Pre consolidated soil iii) Under consolidated soil.

      Also asked:May 2024 ·May 2023

      [6]
    3. c)

      The overburden pressure at the middle of 7.5 mm thick clayey layer increased from 2kg/cm 2 to 3.5kg/cm 2 . Find the settlement due to consolidation assuming liquid limit and initial void ratio of the clay as 36% and 0.82 respectively. 2

      [6]
  3. Q3

    1. a)

      Discuss the necessity of pile foundation.

      [5]
    2. b)

      What is negative skin friction? How it is calculated for single pile embedded in two layers of clay.

      Also asked:May 2024 ·May 2023

      [6]
    3. c)

      20 piles are arranged in four rows and five columns. Calculate the efficiency of the pile group by Feld’s rule.

      [6]
  4. Q4

    1. a)

      Explain the procedure for calculation of bearing capacity of single pile by static method?

      [5]
    2. b)

      Discuss static pile load test.

      Also asked:May 2023

      [6]
    3. c)

      A circular pile with 0.35m diameter and 10m length penetrates a deposit of clay having cohesion 5 kN/m 2 and mobilizing factor of 0.8. Calculate the ultimate frictional resistance of the pile.

      [6]
  5. Q5

    1. a)

      Explain design steps of raft foundation by conventional (rigid) method.

      [6]
    2. b)

      Draw well foundation and state the function of each component.

      Also asked:Nov 2025 ·Nov 2024 ·May 2024 ·Nov 2023

      [6]
    3. c)

      Write a note on i) Uses of caissons ii) Sand island method

      [6]
  6. Q6

    1. a)

      Explain the steps involved in proportioning of isolated footing.

      Also asked:May 2024

      [6]
    2. b)

      Define shift and tilt of well foundation. Enlist any four ways to rectify the tilt.

      [6]
    3. c)

      How the depth of well foundation is decided? Enlist the forces acting on well foundation.

      [6]
  7. Q7

    1. a)

      Enlist types of cofferdams. Explain any one type with a neat sketch.

      Also asked:Nov 2025 ·Nov 2023

      [6]
    2. b)

      Discuss the design principle of undreamed pile.

      Also asked:Nov 2025 ·Nov 2023

      [6]
    3. c)

      Describe Stone Column Technique with a neat sketch.

      Also asked:Nov 2024 ·May 2023

      [6]
  8. Q8

    1. a)

      Discuss preloading with prefabricated vertical drains/sand drains with a neat sketch.

      Also asked:Nov 2025 ·Nov 2023

      [6]
    2. b)

      Explain with a neat sketch the construction method of R.C. diaphragm wall.

      Also asked:May 2025 ·May 2023

      [6]
    3. c)

      Describe engineering problems associated with black cotton soil. 

      Also asked:Nov 2025 ·May 2024 ·Nov 2023

      [6]