One Dimensional Consolidation MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on One Dimensional Consolidation, a fundamental topic in the field of Geotechnical Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our One Dimensional Consolidation MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of One Dimensional Consolidation mcq questions that explore various aspects of One Dimensional Consolidation problems. Each MCQ is crafted to challenge your understanding of One Dimensional Consolidation principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Geotechnical Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our One Dimensional Consolidation MCQs are your pathway to success in mastering this essential Geotechnical Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of One Dimensional Consolidation. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your One Dimensional Consolidation knowledge to the test? Let's get started with our carefully curated MCQs!

One Dimensional Consolidation MCQs | Page 15 of 22

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Q141.
In logarithm of time fitting method, the graph is drawn on a ____________

a.

radial graph

b.

linear graph

c.

semi-log plot

d.

log-log plot

Discuss
Answer: (c).semi-log plot
Q142.
The logarithm of time fitting method is based on the characteristic of ______________

a.

U and Tα΅₯

b.

U and log₁₀⁑Tα΅₯

c.

Tα΅₯

d.

log₁₀Tα΅₯

Discuss
Answer: (b).U and log₁₀⁑Tα΅₯
Q143.
For logarithm of time fitting method, the coefficient of consolidation is detained from ________

a.

\(c_v=\frac{(T_v)_{70} d^3}{t_{70}} \)

b.

\(c_v=\frac{(T_v)_{80} d^2}{t_{80}} \)

c.

\(c_v=\frac{(T_v)_{90} d^4}{t_{90}} \)

d.

\(c_v=\frac{(T_v)_{50} d^2}{t_{50}} \)

Discuss
Answer: (d).\(c_v=\frac{(T_v)_{50} d^2}{t_{50}} \)
Q144.
From the coefficient of consolidation and coefficient of volume change, the coefficient of permeability is found by equation ____________

a.

k=mα΅₯ Ξ³α΅₯

b.

k=Cα΅₯ Ξ³α΅₯

c.

k=Cα΅₯ mα΅₯ Ξ³α΅₯

d.

k=Cα΅₯ mα΅₯

Discuss
Answer: (c).k=Cα΅₯ mα΅₯ Ξ³α΅₯
Q145.
From the coefficient of consolidation and coefficient of compressibility, the coefficient of permeability is found by equation __________

a.

\(k=\frac{Ξ³_w}{1+e_o} \)

b.

\(k=\frac{C_v a_v AΞ³_w}{1+e_o} \)

c.

\(k=\frac{a_v Ξ³_w}{1+e_o} \)

d.

\(k=\frac{C_v a_v Ξ³_w}{1+e_o} \)

Discuss
Answer: (d).\(k=\frac{C_v a_v Ξ³_w}{1+e_o} \)
Q146.
Even after the excess pore pressure due to consolidation is dissipated, change in void ratio continues and this phenomenon is known as _____________

a.

secondary consolidation

b.

pre-consolidation

c.

under- consolidation

d.

normal- consolidation

Discuss
Answer: (a).secondary consolidation
Q147.
Secondary consolidation is also known as __________

a.

pre-consolidation

b.

secondary compression

c.

under- consolidation

d.

normal- consolidation

Discuss
Answer: (b).secondary compression
Q148.
There is plastic readjustment of soil particles during _____________

a.

pre-consolidation

b.

secondary consolidation

c.

under- consolidation

d.

normal- consolidation

Discuss
Answer: (b).secondary consolidation
Q149.
In many soil deposits, the secondary consolidation is neglected.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q150.
Terzaghi’s theory of consolidation is invalid for ________

a.

pre-consolidation

b.

under- consolidation

c.

secondary consolidation

d.

normal- consolidation

Discuss
Answer: (c).secondary consolidation
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