Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 18 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.

Dupuit’s theory states that, the Darcy’s law equation is not valid near_________

A. Well face
B. Top Surface of well
C. Sides of the well
D. All of the mentioned
Answer» B. Top Surface of well
Discussion
2.

According to Dupuit’s theory,the velocity of flow is proportional to__________

A. Sine of hydraulic gradient
B. Tangent of hydraulic gradient
C. None of the mentioned
D. All of the mentioned
Answer» C. None of the mentioned
Discussion
3.

Which of the following is depicted by Dupuit’s theory?

A. The velocity of flow
B. Co-efficient of transmissibility
C. Radial flow of water
D. Volume of aquifer
Answer» D. Volume of aquifer
Discussion
4.

In most of the confined aquifers,the value of storage coefficient ranges between __________

A. 0.05 to 0.0005
B. 0.5 to 0.005
C. 0.00005 to 0.005
D. 0 to 5
Answer» D. 0 to 5
Discussion
5.

The parabolic depression in the aquifer is called as __________

A. Cone of depression and Drawdown curve
B. Parabolic curve
C. None of the mentioned
D. All of the mentioned
Answer» B. Parabolic curve
Discussion
6.

Dupuit’s theory was later modified by _________

A. Thiem
B. Darcy
C. Alam Singh
D. Louden
Answer» B. Darcy
Discussion
7.

Specific yield of unconfined aquifer indicates __________

A. Water capacity
B. Volume of water
C. Water retained
D. All of the mentioned
Answer» B. Volume of water
Discussion
8.

The value of specific yield SY, of an aquifer depends on ___________

A. Grain size
B. Compaction of stratum
C. Grain shape
D. All of the mentioned
Answer» E.
Discussion
9.

ACCORDING_TO_DUPUIT‚ÄÖ√Ñ√∂‚ÀÖ√Ë‚ÀÖ¬•S_THEORY_,THE_VELOCITY_OF_FLOW_IS_PROPORTIONAL_TO__________?$#

A. Sine of hydraulic gradient
B. Tangent of hydraulic gradient
C. None of the mentioned
D. All of the mentioned
Answer» C. None of the mentioned
Discussion
10.

Dupuit’s_theory_states_that,_the_Darcy’s_law_equation_is_not_valid_near_________$#

A. Well face
B. Top Surface of well
C. Sides of the well
D. All of the mentioned
Answer» B. Top Surface of well
Discussion
11.

The co-efficient of transmissibility (T) of an aquifer is given by which of the following equation?

A. T=b k
B. T=b/k
C. T=(b k)2
D. T=k/b
Answer» B. T=b/k
Discussion
12.

Which of the following is depicted by Dupuit’s theory?$

A. The velocity of flow
B. Co-efficient of transmissibility
C. Radial flow of water
D. Volume of aquifer
Answer» D. Volume of aquifer
Discussion
13.

In most of the confined aquifers ,the value of storage coefficient ranges between__________

A. 0.05 to 0.0005
B. 0.5 to 0.005
C. 0.00005 to 0.005
D. 0 to 5
Answer» D. 0 to 5
Discussion
14.

The parabolic depression in the aquifer is called as__________

A. Cone of depression and Drawdown curve
B. Parabolic curve
C. None of the mentioned
D. All of the mentioned
Answer» B. Parabolic curve
Discussion
15.

Dupuit’s theory was later modified by_________$

A. Thiem
B. Darcy
C. Alam Singh
D. Louden
Answer» B. Darcy
Discussion
16.

Specific yield of unconfined aquifer indicates__________

A. Water capacity
B. Volume of water
C. Water retained
D. All of the mentioned
Answer» B. Volume of water
Discussion
17.

The value of specific yield SY, of an aquifer depends on___________

A. Grain size
B. Compaction of stratum
C. Grain shape
D. All of the mentioned
Answer» E.
Discussion
18.

Which of the following test is commonly adopted for determining soil permeability of soil formations?

A. Pumping-in test and Pumping-out test
B. Horizontal capillary test
C. None of the mentioned
D. All of the mentioned
Answer» B. Horizontal capillary test
Discussion