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This section includes 17 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 factor N γ(M) identifies which of the following author? |
A. | Vesic |
B. | Meyerhof |
C. | Hansen |
D. | Terzaghi |
Answer» C. Hansen | |
2. |
The value of Nc and Nq are same for, which of the following methods? |
A. | Meyerhof |
B. | Hansen |
C. | Vesic |
D. | All of the mentioned |
Answer» E. | |
3. |
In the Bowl’s method for finding the effect of water table, which of the following factor is used for soil in the wedge zone? |
A. | Water reduction factor |
B. | Effective unit weight |
C. | Overburden pressure |
D. | Average unit weight |
Answer» C. Overburden pressure | |
4. |
Meyerhof’s extended the analysis of plastic equilibrium of a surface footing to __________ |
A. | Shallow foundation and Deep foundation |
B. | Inclined foundation |
C. | None of the mentioned |
D. | All of the mentioned |
Answer» B. Inclined foundation | |
5. |
The equation Nc = (Nq – 1) cot φ, have been adopted by ___________ |
A. | Terzaghi and Peck |
B. | Hansen |
C. | Vesic |
D. | All of the mentioned |
Answer» E. | |
6. |
Which of the following is an essential difference between Vesic’s and Hansen’s procedure? |
A. | Different values of Nγ and Variation on some of Hansen inclination |
B. | Different value of Nq and Nc |
C. | None of the mentioned |
D. | All of the mentioned |
Answer» B. Different value of Nq and Nc | |
7. |
When the water table is above the base of the footing, the submerged weight ‘γ’ can be used to compute __________ |
A. | Effective pressure and Surcharge |
B. | Pore pressure |
C. | None of the mentioned |
D. | All of the mentioned |
Answer» B. Pore pressure | |
8. |
THE_VALUE_OF_NC_AND_NQ_ARE_SAME_FOR,_WHICH_OF_THE_FOLLOWING_METHODS??$ |
A. | Meyerhof |
B. | Hansen |
C. | Vesic |
D. | All of the mentioned |
Answer» E. | |
9. |
The_factor_N_γ(M)_identifies_which_of_the_following_author?$# |
A. | Vesic |
B. | Meyerhof |
C. | Hansen |
D. | Terzaghi |
Answer» C. Hansen | |
10. |
Which of the following equation has been recommended by Indian standard for finding reduction factor in water table? |
A. | R w =0.5 (1 + z w2 / B) |
B. | R w = ( 1 + z w2 / B) |
C. | R w = c Nc + σ̅. Nq + 0.5γBNγ |
D. | R w = z w2 / B |
Answer» B. R w = ( 1 + z w2 / B) | |
11. |
In the Bowl’s method for finding effect of water table, which of the following factor is used for soil in the wedge zone?$ |
A. | Water reduction factor |
B. | Effective unit weight |
C. | Overburden pressure |
D. | Average unit weight |
Answer» C. Overburden pressure | |
12. |
Meyerhof’s extended the analysis of plastic equilibrium of a surface footing to__________$ |
A. | Shallow foundation and Deep foundation |
B. | Inclined foundation |
C. | None of the mentioned |
D. | All of the mentioned |
Answer» B. Inclined foundation | |
13. |
Which of the following term does not contribute to q f? |
A. | Nc |
B. | Nγ |
C. | Nq |
D. | All of the mentioned |
Answer» C. Nq | |
14. |
Which of the following N factors has the widest range of values? |
A. | Nc |
B. | Nq |
C. | Nγ |
D. | All of the mentioned |
Answer» D. All of the mentioned | |
15. |
The equation Nc = (Nq – 1) cot φ, have been adopted by___________$ |
A. | Terzaghi and Peck |
B. | Hansen |
C. | Vesic |
D. | All of the mentioned |
Answer» E. | |
16. |
Which of the following is an essential difference between Vesic’s and Hansen’s procedure?$ |
A. | Different values of Nγ and Variation on some of Hansen inclination |
B. | Different value of Nq and Nc |
C. | None of the mentioned |
D. | All of the mentioned |
Answer» B. Different value of Nq and Nc | |
17. |
When the water table is above the base of the footing, the submerged weight ‘γ’ can be used to compute__________ |
A. | Effective pressure and Surcharge |
B. | Pore pressure |
C. | None of the mentioned |
D. | All of the mentioned |
Answer» B. Pore pressure | |