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 12 of 22

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Q111.
The unit of coefficient of volume change is

a.

m²/kN

b.

m³/kN

c.

m²/N

d.

m³/N

Discuss
Answer: (a).m²/kN
Q112.
From the calculations consideration of a consolidation test data, the change in thickness can be both positive and negative.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q113.
The Rowe cell apparatus also measures the pore pressure.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q114.
The coefficient of consolidation can be determined by comparing characteristics of _______

a.

time factor Tแตฅ and degree of consolidation U

b.

degree of consolidation U and pore pressure u

c.

pore pressure u and effective pressure ฯƒโ€™

d.

effective pressure ฯƒโ€™ and total pressure ฯƒ

Discuss
Answer: (a).time factor Tแตฅ and degree of consolidation U
Q115.
The coefficient of consolidation can be found by _____________

a.

square root of time fitting method only

b.

logarithm of time fitting method only

c.

both square root of time fitting and logarithm of time fitting method

d.

no method is available

Discuss
Answer: (c).both square root of time fitting and logarithm of time fitting method
Q116.
The square root of time fitting method the theoretical graph is plotted between _____

a.

\(\sqrt{T_v}\) is abscissa and U is ordinate

b.

U is abscissa and \(\sqrt{T_v}\) is abscissa

c.

Tv is abscissa and U is ordinate

d.

\(\sqrt[3]{T_v}\) is abscissa and U is ordinate

Discuss
Answer: (a).\(\sqrt{T_v}\) is abscissa and U is ordinate
Q117.
The curve is straight up to _______________

a.

U = 60%

b.

U = 65%

c.

U = 70%

d.

U = 55%

Discuss
Answer: (a).U = 60%
Q118.
The abscissa at U=90% is roughly equal to ________ times the abscissa at U=60%.

a.

0

b.

1.10

c.

1.15

d.

1.00

Discuss
Answer: (c).1.15
Q119.
The use of square root of fitting method was suggested by ________

a.

Terzaghi

b.

Taylor

c.

Darcy

d.

Skempton

Discuss
Answer: (b).Taylor
Q120.
From the practical data, in square root of time fitting, ______ curve is plotted.

a.

time t in abscissa and dial reading R in Ordinate

b.

t² in abscissa and dial reading R in Ordinate

c.

root of time โˆšt in abscissa and dial reading R in Ordinate

d.

t³ in abscissa and dial reading R in Ordinate

Discuss
Answer: (c).root of time โˆšt in abscissa and dial reading R in Ordinate
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