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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 influence factor Iw for rigid rectangular footing with L/B = 1.5 is ____________ |
A. | 0.88 |
B. | 0.82 |
C. | 1.70 |
D. | 1.06 |
Answer» E. | |
2. |
A combined footing may be rectangular in shape if both the columns carry ___________ |
A. | Unequal loads |
B. | Equal loads |
C. | No load |
D. | All of the mentioned |
Answer» C. No load | |
3. |
The value of Es used in the immediate settlement equation, can be found out using _____________ |
A. | Triaxial test |
B. | Compression test |
C. | Direct shear test |
D. | Rankine s theory |
Answer» B. Compression test | |
4. |
The equation for computing immediate settlement Si = 0 1 q B ( 1- 2/Es ) was proposed by ___________ |
A. | Janbu |
B. | Bjerrum |
C. | Kjaernsli |
D. | All of the mentioned |
Answer» E. | |
5. |
The influence factor for rigid square footing is ____________ |
A. | 0.88 |
B. | 0.82 |
C. | 1.06 |
D. | 1.70 |
Answer» C. 1.06 | |
6. |
The immediate settlement can be computed from the expression, based on ____________ |
A. | Theory of plasticity |
B. | Theory of elasticity |
C. | Terzaghi s analysis |
D. | Pressure distribution |
Answer» C. Terzaghi s analysis | |
7. |
The total settlement of a footing in clay is considered to be consisting of ___________ components. |
A. | One |
B. | Three |
C. | Two |
D. | Four |
Answer» C. Two | |