Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 8 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 stress component at any point, after the excavation of the shaft, will be equal to ____________

A. R = ( Z)1-( Z)2
B. Z = ( Z)1-( Z)2
C. = ( )1-( )2
D. R = ( R)1-( R)2
Answer» C. = ( )1-( )2
2.

When the high value of in the vicinity of the walls of a shaft exceeds the compressive strength it results in __________

A. Plastic flow of soil
B. Non uniform stress distribution
C. Increase fluid pressure
D. All of the mentioned
Answer» B. Non uniform stress distribution
3.

After excavating the shaft, the shearing stresses along the walls of the shaft will be equal to ___________

A. Zero
B. Normal stress
C. Circumferential stress
D. All of the mentioned
Answer» B. Normal stress
4.

Stress due to equivalent fluid pressure can be found out using __________

A. Biot method
B. Theory of elasticity
C. Lame s formula
D. Method of superposition
Answer» D. Method of superposition
5.

The stress component which acts on any point in the surrounding material before the excavation of the shaft can be resolved into __________ parts.

A. 3
B. 5
C. 2
D. 4
Answer» B. 5
6.

The method given by Biot for solving the problem of stress distribution was based on ________

A. Theory of elasticity
B. Method of superposition
C. Westerngaard method
D. All of the mentioned
Answer» C. Westerngaard method
7.

The problem of stress distribution in the vicinity of shafts was first solved by ________

A. Westergaard
B. Terzaghi
C. Darcy
D. Biot
Answer» B. Terzaghi
8.

A soil engineers usually encounter problems of stress distribution in __________

A. Vicinity of vertical shafts and Vicinity of inclined shafts
B. Vicinity of horizontal shafts
C. None of the mentioned
D. All of the mentioned
Answer» B. Vicinity of horizontal shafts