Foundation Engineering SPPU Insem Question Paper Aug 2025
All 4 questions from this SPPU insem paper, as printed. Read them here or open the PDF.
- Subject code
- 401001
- Pattern
- 2019 pattern
- Exam
- Insem
- Session
- Aug 2025
- Max. marks
- 30
- Time
- 1 Hour
- Semester
- VII
- Paper code
- [6580]-531
Printed for: B.E. (Civil) (Insem)
Instructions to the candidates
- Answer Q.1or Q.2, and Q.3 or Q.4.
- Neat diagrams must be drawn whenever necessary.
- Figures to the right indicate full marks.
- Assume suitable data, if necessary and mention it clearly.
Questions
Q1
- a)[5]
Explain in detail “Soil exploration for an important building project”.
- b)[5]
Explain N value correction and significance.
- c)[5]
Write a note on ‘Dynamic Cone Penetration Test’ (DCPT).
OR- a)
Q2
- a)[5]
Explain in detail ‘Seismic refraction method’.
Also asked:Oct 2022
- b)[5]
Draw a neat sketch of Static Cone Penetration Test and explain how this test is performed in the field.
- c)[5]
Explain with sketch a typical ‘Core Log. Indicate core recovery and RQD values for various rock types/ layers. 2
Also asked:Sep 2024
- a)
Q3
- a)[5]
Define the terms: i) Ultimate bearing capacity ii) Net ultimate bearing capacity iii) Net safe bearing capacity iv) Gross safe bearing capacity v) Allowable soil pressure
Also asked:Oct 2022
- b)[5]
Explain Terzaghi’s bearing capacity equation for strip, rectangular and circular footing with meaning of all terms.
Also asked:Oct 2022
- c)[5]
Write a note on effect of eccentricity of loading.
OR- a)
Q4
- a)[5]
Differentiate between Terzaghi’s and Meyerhofs analysis of bearing capacity.
- b)[5]
Explain in detail with neat sketch bearing capacity evaluation by plate load test.
- c)[5]
This part has equations that don’t show as text. Open the PDF to read it.
- a)