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 7 of 22

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Q61.
In practical case under a finite surface loading the intensity ฯƒโ€™ ______ with depth of layer.

a.

decreases

b.

increases

c.

remains constant

d.

has negligible effect

Discuss
Answer: (a).decreases
Q62.
Who conducted consolidation test on a number of clays from different parts of the world?

a.

Terzaghi

b.

Taylor

c.

Skempton

d.

Darcy

Discuss
Answer: (c).Skempton
Q63.
In practical cases, the final consolidation settlement is calculated by the equation ___________

a.

\(ฯ_f=โˆซ_0^H m_v Hdz\)

b.

\(ฯ_f=โˆซ_0^HHโˆ†ฯƒโ€™dz\)

c.

\(ฯ_f=โˆซ_0^Hm_v Hโˆ†ฯƒโ€™ dz\)

d.

\(ฯ_f=โˆซ_0^Hm_v โˆ†ฯƒโ€™ dz\)

Discuss
Answer: (d).\(ฯ_f=โˆซ_0^Hm_v โˆ†ฯƒโ€™ dz\)
Q64.
The integration of the equation \(ฯ_f=โˆซ_0^Hm_v โˆ†ฯƒโ€™dz\) can be performed by _____________

a.

numerical method only

b.

graphical method only

c.

both numerical method and graphical method

d.

can not be performed

Discuss
Answer: (c).both numerical method and graphical method
Q65.
The numerical integration may be performed by _______________

a.

dividing the total thickness H into a number of thin layers

b.

dividing the total thickness H into only two thin layers

c.

dividing the total thickness H by a factor

d.

excluding the thickness of the soil layer

Discuss
Answer: (a).dividing the total thickness H into a number of thin layers
Q66.
In numerical integration of the equation, the total settlement of the layer is equal to _____________

a.

product of individual settlements of the various thin layers

b.

sum of individual settlements of the various thin layers

c.

difference of individual settlements of the various thin layers

d.

division of individual settlements of the various thin layers

Discuss
Answer: (b).sum of individual settlements of the various thin layers
Q67.
The relation between difference in thickness and voids ratio is given by ___________

a.

\(โˆ†H = \frac{e_o-e}{1+e_o}\)

b.

\(\frac{โˆ†H}{H_0} =\frac{e_o-e}{1+e_o}\)

c.

\(H_0 = \frac{e_o-e}{1+e_o}\)

d.

\(\frac{โˆ†H}{H_0} = \frac{1}{1+e_o}\)

Discuss
Answer: (b).\(\frac{โˆ†H}{H_0} =\frac{e_o-e}{1+e_o}\)
Q68.
The final settlement in terms of voids ratio is given by ____________

a.

\(ฯ_f=\frac{e_o-e}{e_o}H\)

b.

\(ฯ_f=\frac{e}{1+e_o}H\)

c.

\(ฯ_f=\frac{e_o-e}{1+e_o}\)

d.

\(ฯ_f=\frac{e_o-e}{1+e_o}H\)

Discuss
Answer: (d).\(ฯ_f=\frac{e_o-e}{1+e_o}H\)
Q69.
The compression index for normally consolidated soil is ____________

a.

constant

b.

variable

c.

zero

d.

unity

Discuss
Answer: (a).constant
Q70.
In terms of compression index and voids ratio for normally consolidated soil, the final settlement is _________

a.

\(ฯ_f=Hlog_{10} \frac{ฯƒโ€™}{ฯƒโ€™_0}\)

b.

\(ฯ_f=H \frac{C_c}{1+e_o} log_{10} \frac{ฯƒโ€™}{ฯƒโ€™_0}\)

c.

\(ฯ_f=\frac{C_c}{1+e_o} log_{10} \frac{ฯƒโ€™}{ฯƒโ€™_0}\)

d.

\(ฯ_f=H \frac{1}{1+e_o} log_{10} \frac{ฯƒโ€™}{ฯƒโ€™_0}\)

Discuss
Answer: (b).\(ฯ_f=H \frac{C_c}{1+e_o} log_{10} \frac{ฯƒโ€™}{ฯƒโ€™_0}\)
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