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 16 of 22

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Q151.
Secondary consolidation starts in the range of primary consolidation itself.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q152.
Secondary compression proceeds linearly with ________

a.

root of time

b.

square of time

c.

logarithm of time

d.

cube of time

Discuss
Answer: (c).logarithm of time
Q153.
Secondary consolidation may not constitute a substantial percentage of total settlement for __________

a.

highly organic soils

b.

inorganic soil

c.

highly micaceous soils

d.

gyttja

Discuss
Answer: (b).inorganic soil
Q154.
The secondary consolidation is represented by __________

a.

\(βˆ†e = -Ξ± *⁑\frac{t_1}{t_2}\)

b.

\(βˆ†e = -Ξ± log_{10}⁑\frac{t_2}{t_1}\)

c.

\(βˆ†e = -log_{10}⁑\frac{t_1}{t_2}\)

d.

βˆ†e = Ξ± log₁₀⁑t₁

Discuss
Answer: (b).\(βˆ†e = -Ξ± log_{10}⁑\frac{t_2}{t_1}\)
Q155.
For a soil at a given void ratio, the coefficient of compressibility _____________

a.

increases with increase in magnitude of consolidating pressure

b.

increases with decreases in magnitude of consolidating pressure

c.

decreases with increase in magnitude of consolidating pressure

d.

decreases with increase in magnitude of hydrostatic pressure

Discuss
Answer: (a).increases with increase in magnitude of consolidating pressure
Q156.
The three dimensional consolidation involves _____________

a.

only horizontal flow and strain

b.

only vertical flow and strain

c.

both horizontal as well as vertical flows and strains

d.

only radial flow and strain

Discuss
Answer: (c).both horizontal as well as vertical flows and strains
Q157.
The theory of the primary design of sand drains based upon the extension of Terzaghi’s basic work was largely developed by ___________

a.

Darcy

b.

Skempton

c.

Taylor

d.

Barron

Discuss
Answer: (d).Barron
Q158.
In 1935, solved the differential equation of consolidation by radial flow to a well.

a.

Rendulic

b.

Skempton

c.

Taylor

d.

Darcy

Discuss
Answer: (a).Rendulic
Q159.
______________ also worked independently on the problem of sand drains and published his results in 1942.

a.

Carillo

b.

Skempton

c.

Taylor

d.

Rendulic

Discuss
Answer: (a).Carillo
Q160.
In three dimension consolidation equation soil is assumed to be ______________

a.

partially saturated

b.

dry

c.

completely saturated

d.

both dry and partially saturated

Discuss
Answer: (c).completely saturated
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