Ballast MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Ballast, a fundamental topic in the field of Railway Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Ballast 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 Ballast mcq questions that explore various aspects of Ballast problems. Each MCQ is crafted to challenge your understanding of Ballast principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Railway Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Ballast MCQs are your pathway to success in mastering this essential Railway Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Ballast. 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 Ballast knowledge to the test? Let's get started with our carefully curated MCQs!

Ballast MCQs | Page 5 of 6

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Q41.
The soil is classified as β€˜good’ or ’other than good’ based on their grain size only.
Discuss
Answer: (b).False
Discuss
Answer: (c).Reduction in bearing capacity and shear strength
Q43.
What should be the maximum percentage of plastic fines present in non-cohesive material?
Discuss
Answer: (c).5%
Q44.
What should be the maximum liquid limit value for Macadam type materials?
Discuss
Answer: (a).35
Q45.
Which of the following is the correct expression for calculation of Coefficient of curvature?
Discuss
Answer: (b).D²30/D60 × D10
Q46.
Which test is used for determining the dry density of the material?
Discuss
Answer: (a).Proctor’s test
Q47.
Which of the following can be a reason for Failure of Natural Ground?
Discuss
Answer: (c).Shear failure or excessive settlement
Q48.
How does the provision of sand drains in natural ground affects its load carrying capacity?
Discuss
Answer: (a).Helps in quicker consolidation
Q49.
Shear failure of embankments is quite common and occurs due to slip.
Discuss
Answer: (a).True
Q50.
What is a slip passing below the toe of bank through its base known as?
Discuss
Answer: (b).Base failure
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