Compaction MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Compaction, 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 Compaction 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 Compaction mcq questions that explore various aspects of Compaction problems. Each MCQ is crafted to challenge your understanding of Compaction 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 Compaction 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 Compaction. 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 Compaction knowledge to the test? Let's get started with our carefully curated MCQs!

Compaction MCQs | Page 9 of 9

Q81.
What is the maximum dry density for a soil sample having sp. gr. of 2.7 and OMC=16 %?
Discuss
Answer: (b).1.88 g/cm³
Q82.
Strength of soil sample compacted wet of optimum is influenced by ____________
Discuss
Answer: (c).Manner of compaction
Q83.
A cohesive soil yields a maximum dry density of 1.8 g/cc at an OMC of 16 % during a standard proctor test. What will be its degree of saturation? (Take G=2.65)
Discuss
Answer: (d).89.79 %
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