Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 20 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.

A combination of velocity potential (φ) and stream function (ψ) is called ___________

A. Velocity potential
B. Seepage pressure
C. Complex potential
D. Hydraulic gradient
Answer» D. Hydraulic gradient
2.

The total head at any point on soil may be regarded as __________ per unit weight of water measured.

A. Velocity energy
B. Hydraulic potential
C. Potential energy
D. Piezometric energy
Answer» C. Potential energy
3.

Seepage pressure is important for which of the following purpose?

A. Stability analysis
B. Structral arrangement
C. Total head
D. All of the mentioned
Answer» B. Structral arrangement
4.

The loss of head per unit distance in soil is called ___________

A. Velocity potential
B. Hydraulic gradient
C. Velocity gradient
D. Stream function
Answer» C. Velocity gradient
5.

The solution of velocity potential φ can be obtained by which of the following methods?

A. Analytical methods
B. Graphical methods
C. Experimental methods
D. All of the mentioned
Answer» E.
6.

The path along which, the individual particles of water seep through the soil are ___________

A. Stream lines and Flow lines
B. Equipotential lines
C. None of the mentioned
D. All of the mentioned
Answer» B. Equipotential lines
7.

In the zone of soil through which water seeps, there will be ____________ change in the degree of saturation.

A. More
B. Less
C. All of the mentioned
D. None of the mentioned
Answer» E.
8.

The quantity of water which flows out from any element of volume is _________ than quantity which flows out.

A. Greater
B. smaller
C. Equal
D. All of the mentioned
Answer» D. All of the mentioned
9.

According to theory of flow of fluids through porous medium,the saturated porous medium is ___________

A. Compressible
B. Incompressible
C. Moderately compressible
D. Highly compressible
Answer» C. Moderately compressible
10.

SEEPAGE_PRESSURE_IS_IMPORTANT_FOR_WHICH_OF_THE_FOLLOWING_PURPOSE??$

A. Stability analysis
B. Structral arrangement
C. Total head
D. All of the mentioned
Answer» B. Structral arrangement
11.

A combination of velocity potential (φ) and stream function (ψ) is called___________$#

A. Velocity potential
B. Seepage pressure
C. Complex potential
D. Hydraulic gradient
Answer» D. Hydraulic gradient
12.

The_total_head_at_any_point_on_a_soil_may_be_regarded_as__________per_unit_weight_of_water_measured.$

A. Velocity energy
B. Hydraulic potential
C. Potential energy
D. Piezometric energy
Answer» C. Potential energy
13.

The loss of head per unit distance in soil is called__________?

A. Velocity potential
B. Hydraulic gradient
C. Velocity gradient
D. Stream function
Answer» C. Velocity gradient
14.

The solution of velocity potential φ can be obtained by which of the following methods?$

A. Analytical methods
B. Graphical methods
C. Experimental methods
D. All of the mentioned
Answer» E.
15.

The path along which ,the individual particles of water seep through the soil are___________

A. Stream lines and Flow lines
B. Equipotential lines
C. None of the mentioned
D. All of the mentioned
Answer» B. Equipotential lines
16.

In the zone of soil through which water seeps , there will be____________change in the degree of saturation.

A. More
B. Less
C. All of the mentioned
D. None of the mentioned
Answer» E.
17.

The quantity of water which flows out from any element of volume is_________than quantity which flows out.

A. Greater
B. smaller
C. Equal
D. All of the mentioned
Answer» D. All of the mentioned
18.

According to theory of flow of fluids through porous medium ,the saturated porous medium is___________

A. Compressible
B. Incompressible
C. Moderately compressible
D. Highly compressible
Answer» C. Moderately compressible
19.

The quantity of water, flowing through a saturated soil mass can be estimated by which of the following theory?

A. Flow of fluids through porous medium
B. Theoretical analysis of Laplace
C. Flow of water through saturated soil mass
D. None of the mentioned
Answer» B. Theoretical analysis of Laplace
20.

What are the types of flow head that exist at any point in a saturated soil mass?

A. Piezometric head or pressure head
B. Velocity head
C. Position head
D. All of the mentioned
Answer» E.