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 10 of 22

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Q91.
The loading machine of consolidometer is generally capable of applying vertical pressure up to ________ kPa in general.
Discuss
Answer: (d).800 or 1000
Discuss
Answer: (c).a number of increments of vertical pressure
Q93.
During the laboratory test of consolidation, each pressure increment is maintained constant until the compression virtually ceases and it generally takes ________
Discuss
Answer: (d).24 hours
Q94.
The vertical compression of the specimen is measured by means of _________
Discuss
Answer: (c).dial gauge
Discuss
Answer: (a).restrained laterally
Q96.
The consolidation test is also known as ____________
Discuss
Answer: (a).impact test
Q97.
The reference of consolidation test is in ____________
Discuss
Answer: (d).IS 2720 (Part 15): 1986
Discuss
Answer: (a).specific gravity of soil particles
Q99.
From the consolidation test, the final voids ratio at end of pressure increment can be calculated by ________________
Discuss
Answer: (c).both height of solids method and change in voids ratio method
Q100.
The change in voids ratio method is applicable for _________________
Discuss
Answer: (b).only fully saturated specimens