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.

An aim of the foundation designer should be such that the frequency ratio f/fn is either less than _________

A. 1.5
B. 0.6
C. 2.0
D. 3.4
Answer» C. 2.0
Discussion
2.

The bulb of pressure concept for calculating the apparent mass of soil was introduced by _________

A. Balakrishna and Nag raj
B. Barken
C. None of the mentioned
D. All of the mentioned
Answer» B. Barken
Discussion
3.

Recommended design value for permissible load on soil under the action of static load, for rock type soil group is ________

A. Greater than 10
B. 5-10
C. 3.5-5
D. Greater than 5
Answer» E.
Discussion
4.

The mass of co-vibrating soil is called __________

A. Weight of vibrator
B. Soil mass
C. Apparent soil mass
D. Certain soil mass
Answer» D. Certain soil mass
Discussion
5.

The size of co-vibrating body of soil depends on _________

A. Soil mass
B. Apparent soil mass
C. Transmitted force
D. Size of the base area
Answer» E.
Discussion
6.

In a damped force vibratory system, the support is derived by _______

A. Co-vibrating body
B. Spring mass system
C. Transmitting force
D. Soil mass
Answer» D. Soil mass
Discussion
7.

What are the methods for determining the natural frequency of the foundation of soil system?

A. Barken’s method and Rankine’s method
B. Pauw’s method
C. None of the mentioned
D. All of the mentioned
Answer» B. Pauw’s method
Discussion
8.

On calculating the natural frequency of the system, Barken did not take into account of __________

A. Contact area
B. Frequency ratio
C. Mass of the vibrating soil
D. Mass of machine
Answer» D. Mass of machine
Discussion
9.

THE_BULB_OF_PRESSURE_CONCEPT_FOR_CALCULATING_THE_APPARENT_MASS_OF_SOIL,_WAS_INTRODUCED_BY_________?$

A. Balakrishna and Nag raj
B. Barken
C. None of the mentioned
D. All of the mentioned
Answer» B. Barken
Discussion
10.

A_aim_of_the_foundation_designer,_should_be_such_that_the_frequency_ratio_f/fn_is_either_less_than_________$

A. 1.5
B. 0.6
C. 2.0
D. 3.4
Answer» C. 2.0
Discussion
11.

Recommended design value for permissible load on soil under the action of static load, for rock type soil group is_______?

A. Greater than 10
B. 5-10
C. 3.5-5
D. Greater than 5
Answer» E.
Discussion
12.

The mass of co-vibrating soil is called__________

A. Weight of vibrator
B. Soil mass
C. Apparent soil mass
D. Certain soil mass
Answer» D. Certain soil mass
Discussion
13.

The size of co-vibrating body of soil depends on_________

A. Soil mass
B. Apparent soil mass
C. Transmitted force
D. Size of the base area
Answer» E.
Discussion
14.

In a damped force vibratory system, the support is derived by_______

A. Co-vibrating body
B. Spring mass system
C. Transmitting force
D. Soil mass
Answer» D. Soil mass
Discussion
15.

What are the methods for determining the natural frequency of foundation of soil system?

A. Barken’s method and Rankine’s method
B. Pauw’s method
C. None of the mentioned
D. All of the mentioned
Answer» B. Pauw‚Äö√Ñ√∂‚àö√ë‚àö¬•s method
Discussion
16.

On calculating the natural frequency of system, Barken did not take in to account of__________

A. Contact area
B. Frequency ratio
C. Mass of the vibrating soil
D. Mass of machine
Answer» D. Mass of machine
Discussion
17.

The co-efficient of elastic uniform compression of soil depends on which of the following factor?

A. Size of area of foundation
B. Mass of foundation
C. Exciting force
D. All of the mentioned
Answer» B. Mass of foundation
Discussion
18.

The equation for natural frequency of system as suggested by Barken is __________

A. ωn = √f(1 – r2)
B. ωn = √cu A / m
C. ωn = cu A / m
D. None of the mentioned
Answer» C. ‚âà√¨‚àö¬¢n = cu A / m
Discussion