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This section includes 7 Mcqs, each offering curated multiple-choice questions to sharpen your Geotechnical Engineering knowledge and support exam preparation. Choose a topic below to get started.
1. |
The term i in Hansen equation represents ___________ |
A. | Depth factor |
B. | Shape factor |
C. | Ground factor |
D. | Inclination factor |
Answer» E. | |
2. |
When D=0, the value of Nc for strip footing will be ____________ |
A. | 6.20 |
B. | 2.5 |
C. | 5.14 |
D. | 7.5 |
Answer» B. 2.5 | |
3. |
Skempton observed that the factor Nc increases with the ratio ___________ |
A. | D/B |
B. | B/D |
C. | H/Hc |
D. | c/cm |
Answer» B. B/D | |
4. |
Bowel suggested that the increase in in plane-strain case can be computed only for greater than ____________ |
A. | 30 |
B. | 25 |
C. | 60 |
D. | 90 |
Answer» C. 60 | |
5. |
Hansen considered the bearing capacity as a ____________ |
A. | Tri axial problem |
B. | Base factor |
C. | Plane-strain problem |
D. | All of the mentioned |
Answer» D. All of the mentioned | |
6. |
The Brinch Hansen shape factor can be applied to ___________ for the case of rectangular footing. |
A. | Skempton value of Nc |
B. | Terzaghi s equation |
C. | Meyerhof s equation |
D. | None of the mentioned |
Answer» B. Terzaghi s equation | |
7. |
For purely cohesive soil, Nc has a maximum value of ___________ for square footing. |
A. | 5 |
B. | 7.5 |
C. | 9 |
D. | 10 |
Answer» D. 10 | |