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
- Solve Q.1 or Q.2, Q.3 or Q.4, Q.5 or Q.6 and Q.7 or Q.8.
- Figures to the right indicate full marks.
Questions
Q1
- a)[5]
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
- b)[6]
Draw contact pressure diagram for surface and deep footing in clay for flexible and rigid footing.
- c)[6]
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.
OR- a)
Q2
- a)[5]
Discuss with sketch, logarithm of time fitting method for determination of coefficient of consolidation.
- b)[6]
Explain the following terms: i) Normally consolidated soil ii) Pre consolidated soil iii) Under consolidated soil.
- c)[6]
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
- a)
Q3
ORQ4
- a)[5]
Explain the procedure for calculation of bearing capacity of single pile by static method?
- b)[6]
Discuss static pile load test.
Also asked:May 2023
- c)[6]
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.
- a)
Q5
ORQ6
- a)[6]
Explain the steps involved in proportioning of isolated footing.
Also asked:May 2024
- b)[6]
Define shift and tilt of well foundation. Enlist any four ways to rectify the tilt.
- c)[6]
How the depth of well foundation is decided? Enlist the forces acting on well foundation.
- a)
Q7
- a)[6]
- b)[6]
- c)[6]
ORQ8
- a)[6]
Discuss preloading with prefabricated vertical drains/sand drains with a neat sketch.
- b)[6]
Explain with a neat sketch the construction method of R.C. diaphragm wall.
- c)[6]
Describe engineering problems associated with black cotton soil.
- a)