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 6 of 22

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Q51.
For a given difference in pressure, the value of aแตฅ _______ as pressure increases.

a.

increases

b.

decreases

c.

is same

d.

becomes unity

Discuss
Answer: (b).decreases
Q52.
The coefficient of volume change mแตฅ is also known as ______________

a.

coefficient of compressibility

b.

coefficient of volume compressibility

c.

compression index

d.

expansion index

Discuss
Answer: (b).coefficient of volume compressibility
Q53.
The coefficient of volume change mแตฅ is given by ______

a.

\(m_v= \frac{1}{โˆ†ฯƒโ€™} \)

b.

\(m_v= \frac{-โˆ†e}{1+e_o} \)

c.

\(m_v= \frac{-โˆ†e}{1+e_o} \frac{1}{โˆ†ฯƒ}\)

d.

\(m_v= \frac{-โˆ†e}{1+e_o} \frac{1}{โˆ†ฯƒโ€™} \)

Discuss
Answer: (d).\(m_v= \frac{-โˆ†e}{1+e_o} \frac{1}{โˆ†ฯƒโ€™} \)
Q54.
The relation between mแตฅ and aแตฅ is __________

a.

\(m_v=\frac{a_v}{e_0} \)

b.

\(m_v=\frac{a_v}{1+โˆ†ฯƒโ€™} \)

c.

\(m_v=\frac{a_v}{1+e_0} \)

d.

\(m_v=\frac{1}{e_0}\frac{a_v}{1+e_0} \)

Discuss
Answer: (c).\(m_v=\frac{a_v}{1+e_0} \)
Q55.
When the soil is laterally confined, the changes in volume is ______

a.

proportional to change in thickness โˆ†H

b.

inversely proportional to change in thickness โˆ†H

c.

equal to change in thickness โˆ†H

d.

does not depend upon the thickness

Discuss
Answer: (a).proportional to change in thickness โˆ†H
Q56.
The coefficient of volume change with respect to thickness is given by ______

a.

\(m_v= H\frac{1}{โˆ†ฯƒโ€™} \)

b.

\(m_v= \frac{-โˆ†H}{H_0} \)

c.

\(m_v= \frac{-โˆ†H}{H_0}\frac{1}{e}\)

d.

\(m_v= \frac{-โˆ†H}{H_0}\frac{1}{โˆ†ฯƒโ€™} \)

Discuss
Answer: (d).\(m_v= \frac{-โˆ†H}{H_0}\frac{1}{โˆ†ฯƒโ€™} \)
Q57.
The change in thickness due to pressure increment is given by ______

a.

โˆ†H = -mแตฅ Hโ‚€ โˆ†ฯƒโ€™

b.

โˆ†H = -mแตฅ โˆ†ฯƒโ€™

c.

โˆ†H = -mแตฅ Hโ‚€

d.

โˆ†H = -Hโ‚€ โˆ†ฯƒโ€™

Discuss
Answer: (a).โˆ†H = -mแตฅ Hโ‚€ โˆ†ฯƒโ€™
Q58.
The minus sign in the change expression for change in thickness โˆ†H = -mแตฅ Hโ‚€ โˆ†ฯƒโ€™ denotes ______

a.

thickness decreases with increase in pressure

b.

thickness decreases with decrease in pressure

c.

thickness increases with increase in pressure

d.

thickness does not changewith increase in pressure

Discuss
Answer: (a).thickness decreases with increase in pressure
Q59.
The consolidation settlement can be computed by ______

a.

using coefficient of volume change only

b.

using voids ratio only

c.

using both Using coefficient of volume change and voids ratio

d.

using compression index only

Discuss
Answer: (c).using both Using coefficient of volume change and voids ratio
Q60.
The consolidation settlement ฯf for a soil stature of thickness H that has fully consolidated index, a pressure increment โˆ†ฯƒโ€™ with respect to mแตฅ is given by ____________

a.

ฯf=mแตฅ H

b.

ฯf=Hโˆ†ฯƒโ€™

c.

ฯf=mแตฅ Hโˆ†ฯƒโ€™

d.

ฯf=mแตฅ โˆ†ฯƒโ€™

Discuss
Answer: (c).ฯf=mแตฅ Hโˆ†ฯƒโ€™
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