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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. |
For the design of gravity dam, the minimum value of F(factor of safety) against sliding should be __________ |
A. | 2.0 |
B. | 1.5 |
C. | 0.5 |
D. | 4.0 |
Answer» C. 0.5 | |
2. |
All available graphs and tables, used for finding earth pressure is based on __________ |
A. | Rankine s theory |
B. | Coulomb s theory |
C. | Culmann s theory |
D. | Rebhann s graphical method |
Answer» B. Coulomb s theory | |
3. |
Earth pressure for retaining walls, of less than 6m are obtained by _______________ |
A. | Analytical method |
B. | Graphical method |
C. | Considering approximate value |
D. | All of the mentioned |
Answer» C. Considering approximate value | |
4. |
Rebhann s graphical method can be used for the location of ____________ |
A. | Slip plane and Total active earth pressure |
B. | Passive earth pressure |
C. | None of the mentioned |
D. | All of the mentioned |
Answer» B. Passive earth pressure | |
5. |
Which of the following effect of line load can be taken into account by Culmann s graphical method? |
A. | Railway track and Long wall of a building |
B. | Road alignment |
C. | None of the mentioned |
D. | All of the mentioned |
Answer» B. Road alignment | |
6. |
Culmann s solution is based on ___________ theory. |
A. | Coulomb s |
B. | Rebhann s |
C. | Mohr |
D. | Rankine s |
Answer» B. Rebhann s | |
7. |
Culmann s solution can be conveniently used for _____________ |
A. | Various type of surcharge loads |
B. | Ground surface of any shape |
C. | Backfill of different densities |
D. | All of the mentioned |
Answer» E. | |