Foundation Engineering SPPU Endsem Question Paper Nov 2025
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 2025
- Max. marks
- 70
- Time
- 2½ Hours
- Semester
- VII
- Paper code
- [6584]-67
Printed for: B.E. (Civil Engg.)
Instructions to the candidates
- Answer Q.1 or Q.2, Q.3 or Q.4, Q.5 or Q.6, Q.7 or Q.8.
- Neat diagrams must be drawn whenever necessary.
- Figures to the right indicate full Marks.
- Assume suitable data, if necessary and mention it clearly.
- Use of non-programmable calculator is allowed.
Questions
Q1
- a)[5]
Explain the term: i) Coeff. of Compressibility. ii) Compression Index. iii) Coeff. of volume Compressibility. iv) Degree of Consolidation v) Coeff. of Consolidation.
Also asked:Nov 2022
- b)[6]
A soil stratum is 10 m thick with pervious stratum on top and bottom. Determine the time required for 50% consolidation. Given that coefficient of permeability = 10–7 cm/s, coefficient of compression = 0.0003 cm 2 /gm, void ratio = 2 and time factor = 0.197.
Also asked:Nov 2024
- c)[6]
Explain with neat sketch laboratory consolidation test.
Also asked:May 2025
OR- a)
Q2
- a)[6]
What is contact pressure? Draw contact pressure distribution of a rigid footing on sandy and clayey soil strata.
Also asked:Nov 2023
- b)[5]
In a consolidation test void ratio decreased from 0.75 to 0.70, when the load was changed from 50kN/m 2 . Compute compression index of volume change.
- c)[6]
Discuss with sketch Square root of time fitting method for determination of coefficient of consolidation. 2
- a)
Q3
- a)[6]
What are the conditions where a pile foundation is more suitable than a shallow foundation?
Also asked:Nov 2023
- b)[6]
A group of 9 piles, 10m long is used as a foundation for bridge pier. The piles used are 30 cm diameter with centre to centre spacing of 0.9m. the subsoil consists of clay with unconfined compressive strength of 1.5kg/cm 2 . Determine the efficiency neglecting the bearing action. Assume adhesion factor = 0.9.
Also asked:Nov 2024
- c)[5]
Explain in brief efficiency of pile group.
Also asked:Nov 2023
OR- a)
Q4
- a)[6]
How do you classify piles according to different criteria?
Also asked:Nov 2024
- b)[6]
A group of 16 piles of 50 cm diameter is arranged with a centre to centre spacing of 1.0m. The piles are 9m long and are embedded in soft clay with cohesion 30kN/m 2 . Bearing resistance may be neglected for the piles (Adhesion factor 0.6). Determine the ultimate load capacity of the pile group.
Also asked:Nov 2024
- c)[5]
Define Negative Skin Friction. How it is determined. Also explain how it is prevented.
Also asked:Nov 2023
- a)
Q5
ORQ6
- a)[6]
What is meant by shallow foundations? What are the principles of the design of footing?
- b)[6]
What is Caisson? How Caissons are classified based on methods of construction?
- c)[6]
Sketch and describe the various components of the well foundation, indicating functions of each component. 3
- a)
Q7
ORQ8
- a)[6]
Discuss preloading with prefabricated vertical drains/sand drains with a neat sketch.
- b)[6]
Explain any four engineering problem associated with black cotton soil.
- c)[6]
Enlist types of cofferdams. Explain any one type with neat sketch. … … …
- a)