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.
From the coefficient of consolidation and coefficient of volume change, the coefficient of permeability is found by equation ____________
Discuss
Answer: (c).k=Cα΅₯ mα΅₯ Ξ³α΅₯
Q142.
From the coefficient of consolidation and coefficient of compressibility, the coefficient of permeability is found by equation __________
Discuss
Answer: (d).\(k=\frac{C_v a_v Ξ³_w}{1+e_o} \)
Q143.
Even after the excess pore pressure due to consolidation is dissipated, change in void ratio continues and this phenomenon is known as _____________
Discuss
Answer: (a).secondary consolidation
Q144.
Secondary consolidation is also known as __________
Discuss
Answer: (b).secondary compression
Q145.
There is plastic readjustment of soil particles during _____________
Discuss
Answer: (b).secondary consolidation
Q146.
In many soil deposits, the secondary consolidation is neglected.
Discuss
Answer: (a).True
Q147.
Terzaghi’s theory of consolidation is invalid for ________
Discuss
Answer: (c).secondary consolidation
Q148.
Secondary consolidation starts in the range of primary consolidation itself.
Discuss
Answer: (a).True
Q149.
Secondary compression proceeds linearly with ________
Discuss
Answer: (c).logarithm of time
Q150.
Secondary consolidation may not constitute a substantial percentage of total settlement for __________
Discuss
Answer: (b).inorganic soil