CE8591 Important 8 Mark Questions FOUNDATION ENGINEERING
CE8591 Important 8 Mark Questions FOUNDATION ENGINEERING Regulation 2017 Anna University free download. FOUNDATION ENGINEERING Important 8 Mark Questions CE8591 pdf free download.
Sample CE8591 Important 8 Mark Questions FOUNDATION ENGINEERING:
1. Write a detailed note on various samplers.
2. Explain static cone penetration test in detail
3. Write a detailed on various types of boring.
4. Write a detailed on various types of samplers.
5. Explain SPT test and plate load test in detail.
6. Explain the various parameters which affect the sampling in detail. CE8591 Important 8 Mark Questions FOUNDATION ENGINEERING
7. Explain the Geophysical methods.
8. Discuss selection of foundation based on soil condition.
9. Explain dynamic cone penetration test
10. Describe the salient features of a good sub-soil investigation report?
1. What are the IS code recommendations for the location and depth of foundation? CE8591 Important 8 Mark Questions FOUNDATION ENGINEERING
2. Explain the different modes of failure of foundation soil.
3. Explain the procedures for the SPT, SCPT and Plate load test.
4. What is settlement? What are the components of settlement? Distinguish between
them?
5. Calculate the Safe bearing capacity per unit area of
(1) a strip footing 1 m wide
(2) a square footing 3m x 3m, and
(3) a circular footing of 3m diameter.
(4) a rectangular footing of 1.3×2.2m
Unit weight of the soil 1.8 t/m3, cohesion = 2t/m2 And Ф = 20o,Nc = 17.5, Nq = 7.5 and N γ = 5. Depth of footing is 1.6m below ground surface. CE8591 Important 8 Mark Questions FOUNDATION ENGINEERING
6. A strip footing 2 m wide carries a load intensity of 400 KN/m2 at a depth of 1.2 m in sand. The saturated unit weight of sand is 19.5Kn/m3 and unit weight above water table is16.8KN/m3. The shear strength parameters are c = 0 and Φ = 35o . Determine the factor of safety with respect to shear failure for the following cases of location of water table. Determine the ultimate bearing capacity of the footing , if the ground water table is located CE8591 Important 8 Mark Questions FOUNDATION ENGINEERING
(a) at a depth of 0.5 m below the ground surface,
(b) at a depth of 0.5m below the base of the footing.
(c) at the base of footing
(d) at the ground level.
Use Terzaghi theory.
| Subject name | FOUNDATION ENGINEERING |
| Short Name | FE |
| Semester | 5 |
| Subject Code | CE8591 |
| Regulation | 2017 regulation |
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