Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 19 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.

In coulomb’s wedge theory, the criterion for maximum active pressure is present at ___________

A. Slip-plane
B. Repose line
C. Surcharge line
D. Ground line
Answer» B. Repose line
2.

The φ-line in wedge theory can also be called as __________

A. Surcharge line
B. Natural slope line and Repose line
C. None of the mentioned
D. All of the mentioned
Answer» C. None of the mentioned
3.

In Coulomb’s wedge theory, the angle λ is referred as ___________

A. Angle of wall friction
B. Surcharge angle
C. Critical slip angle
D. None of the mentioned
Answer» D. None of the mentioned
4.

Based on the assumptions of the wedge theory, pressure distribution is assumed to be __________

A. Planar
B. Hydrostatic
C. Equal
D. Distributed
Answer» C. Equal
5.

The Rankine’s active earth pressure can also be found out by method of _____________

A. Trial wedges
B. Graphical method
C. Sliding wedge
D. Theoretical calculation
Answer» B. Graphical method
6.

The forces acting on the trial wedge which is used for finding Rankine’s active earth pressure is __________

A. Weight W of the wedge
B. Resultant force
C. Resultant reaction between wedge and sol
D. All of the mentioned
Answer» E.
7.

The active lateral pressure of intact saturated clays is calculated by assuming __________

A. φ=0 and φc=0
B. φ=90
C. None of the mentioned
D. All of the mentioned
Answer» B. φ=90
8.

The force acting on a wedge of soil are ____________

A. Frictional force
B. Weight of the wedge and Active thrust
C. None of the mentioned
D. All of the mentioned
Answer» C. None of the mentioned
9.

The wedge theory of earth pressure is based on the concept of _________

A. Active earth pressure
B. Sliding wedge
C. Wall friction
D. All of the mentioned
Answer» C. Wall friction
10.

THE_‚ÂÀ√¨‚ÀÖ√∫-LINE_IN_WEDGE_THEORY_CAN_ALSO_BE_CALLED_AS__________?$#

A. Surcharge line
B. Natural slope line and Repose line
C. None of the mentioned
D. All of the mentioned
Answer» C. None of the mentioned
11.

In_coulomb’s_wedge_theory,_the_criterion_for_maximum_active_pressure_is_present_at___________$#

A. Slip-plane
B. Repose line
C. Surcharge line
D. Ground line
Answer» B. Repose line
12.

In Coulomb’s wedge theory, the angle λ is referred as__________?#

A. Angle of wall friction
B. Surcharge angle
C. Critical slip angle
D. None of the mentioned
Answer» D. None of the mentioned
13.

Based on the assumptions of the wedge theory, pressure distribution is assumed to be__________

A. Planar
B. Hydrostatic
C. Equal
D. Distributed
Answer» C. Equal
14.

The Rankine’s active earth pressure can also be found out by method of_____________$

A. Trial wedges
B. Graphical method
C. Sliding wedge
D. Theoretical calculation
Answer» B. Graphical method
15.

The forces acting on the trial wedge which is used for finding Rankine’s active earth pressure is__________$

A. Weight W of the wedge
B. Resultant force
C. Resultant reaction between wedge and sol
D. All of the mentioned
Answer» E.
16.

The active lateral pressure of intact saturated clays is calculated by assuming__________

A. φ=0 and φc=0
B. φ=90
C. None of the mentioned
D. All of the mentioned
Answer» B. ‚âà√¨‚àö√∫=90
17.

The force acting on a wedge of soil are____________

A. Frictional force
B. Weight of the wedge and Active thrust
C. None of the mentioned
D. All of the mentioned
Answer» C. None of the mentioned
18.

Which of the following is a basic assumption of the wedge theory?

A. The slip surface is plane
B. The backfill is dry
C. The backfill is homogeneous
D. All of the mentioned
Answer» E.
19.

The wedge theory of earth pressure is based on the concept of_________

A. Active earth pressure
B. Sliding wedge
C. Wall friction
D. All of the mentioned
Answer» C. Wall friction