Aggregates and Testing of Aggregates MCQs

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

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

Aggregates and Testing of Aggregates MCQs | Page 4 of 8

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Discuss
Answer: (b).Loading
Discuss
Answer: (a).Unloading
Discuss
Answer: (c).Permanent strain unrecovered
Discuss
Answer: (d).Resilient strain recovered
Q35.
Fine aggregate do not show any bulking when it is absolutely dry.
Discuss
Answer: (a).True
Q36.
What is the percentage of bulk if fine aggregates manufactured by extremely fine sand?
Discuss
Answer: (c).40
Q37.
Bulking ___________ with increase in moisture.
Discuss
Answer: (c).First increase then decrease
Q38.
Fine sand bulks __________ than coarse sand.
Discuss
Answer: (b).More
Q39.
If h = height of sand when moist and h1 is the height when saturated then what is the percentage of bulking?
Discuss
Answer: (a).{(h-h1)/h1}*100
Q40.
Which apparatus we don’t need to calculate the bulking of fine aggregates?
Discuss
Answer: (d).Vicat’s mould
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