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.

Which of the following is not considered as one of the state, as divided by Atterberg?

A. Solid state
B. Gaseous state
C. Semi-solid state
D. Liquid state
Answer» C. Semi-solid state
Discussion
2.

In consistency of soil, the limits are expressed in terms of__________

A. Per cent water content
B. Area
C. Volume
D. All of the mentioned
Answer» B. Area
Discussion
3.

Clay does not become plastic, when mixed with ___________

A. Soap solution
B. Kerosene
C. Oil
D. None of the mentioned
Answer» C. Oil
Discussion
4.

According to Goldschmidt theory, the plasticity in soil is due to __________

A. Electro-magnetic charges
B. Smooth surface
C. All of the mentioned
D. None of the mentioned
Answer» B. Smooth surface
Discussion
5.

Which of the following is not useful for engineer purpose, as proposed by Atterberg?

A. Plastic limit
B. Liquid limit
C. Solid limit
D. Shrinkage limit
Answer» D. Shrinkage limit
Discussion
6.

The Swedish agriculturist who divided the entire range of consistency from liquid to solid states is __________

A. Dupuit’s
B. Laplace
C. Boussinesq
D. Atterberg
Answer» E.
Discussion
7.

The shrinkage limit is represented by the term ___________

A. IP
B. WS
C. IC
D. WP
Answer» C. IC
Discussion
8.

The consistency (or) relative consistency (Ice) is given by the formula __________

A. IC = WL-W/IP
B. IC = W-WL/IP
C. IC = W-WL/IP
D. IC = W-WP/IP
E. is given by the formula __________a) IC = WL-W/IPb) IC = W-WL/IPc) IC = W-WL/IPd) IC = W-WP/IP
Answer» B. IC = W-WL/IP
Discussion
9.

The ratio of liquid limit, minus the natural water content to the plasticity index of the soil is __________

A. Consistency index
B. Plasticity index
C. All of the mentioned
D. None of the mentioned
Answer» B. Plasticity index
Discussion
10.

The property of a soil which allows it to be deformed rapidly, without rupture is _________

A. Elasticity
B. Plasticity
C. Tenacity
D. None of the mentioned
Answer» C. Tenacity
Discussion
11.

IN_CONSISTENCY_OF_SOIL,_THE_LIMITS_ARE_EXPRESSED_IN_TERMS_OF__________?$

A. Per cent water content
B. Area
C. Volume
D. All of the mentioned
Answer» B. Area
Discussion
12.

Which_of_the_following_is_not_considered_as_one_of_the_state,_as_divided_by_Atterberg?$

A. Solid state
B. Gaseous state
C. Semi-solid state
D. Liquid state
Answer» C. Semi-solid state
Discussion
13.

Clay does not become plastic, when mixed with__________?

A. Soap solution
B. Kerosene
C. Oil
D. None of the mentioned
Answer» C. Oil
Discussion
14.

According to Goldschmidt theory, the plasticity in soil is due to__________

A. Electro-magnetic charges
B. Smooth surface
C. All of the mentioned
D. None of the mentioned
Answer» B. Smooth surface
Discussion
15.

Which of the following is not useful for engineer purpose,as proposed by Atterberg?

A. Plastic limit
B. Liquid limit
C. Solid limit
D. Shrinkage limit
Answer» D. Shrinkage limit
Discussion
16.

The Swedish agriculturist who divided the entire range of consistency from liquid to solid states is__________

A. Dupuit’s
B. Laplace
C. Boussinesq
D. Atterberg
Answer» E.
Discussion
17.

The shrinkage limit is represented by the term___________

A. IP
B. WS
C. IC
D. WP
Answer» C. IC
Discussion
18.

The consistency (or) relative consistency (Ice) is given by the formula__________

A. IC = WL-W/IP
B. IC = W-WL/IP
C. IC = W-WL/IP
D. IC = W-WP/IP
Answer» B. IC = W-WL/IP
Discussion
19.

The ratio of liquid limit, minus the natural water content to the plasticity index of the soil is__________

A. Consistency index
B. Plasticity index
C. All of the mentioned
D. None of the mentioned
Answer» B. Plasticity index
Discussion
20.

The property of a soil which allows it to be deformed rapidly, without rupture is_________

A. Elasticity
B. Plasticity
C. Tenacity
D. None of the mentioned
Answer» C. Tenacity
Discussion