Well Foundations and Machine Foundations MCQs

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

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

Well Foundations and Machine Foundations MCQs | Page 7 of 8

Q61.
The co-efficient of elastic uniform compression of soil depends on which of the following factor?
Discuss
Answer: (a).Size of area of foundation
Q62.
On calculating the natural frequency of the system, Barken did not take into account of __________
Discuss
Answer: (c).Mass of the vibrating soil
Q63.
What are the methods for determining the natural frequency of the foundation of soil system?
Discuss
Answer: (a).Barken’s method and Rankine’s method
Q64.
In a damped force vibratory system, the support is derived by _______
Discuss
Answer: (c).Transmitting force
Q65.
The size of co-vibrating body of soil depends on _________
Discuss
Answer: (d).Size of the base area
Q66.
The mass of co-vibrating soil is called __________
Discuss
Answer: (c).Apparent soil mass
Q67.
Recommended design value for permissible load on soil under the action of static load, for rock type soil group is ________
Discuss
Answer: (d).Greater than 5
Q68.
The bulb of pressure concept for calculating the apparent mass of soil was introduced by _________
Discuss
Answer: (a).Balakrishna and Nag raj
Q69.
An aim of the foundation designer should be such that the frequency ratio f/fn is either less than _________
Discuss
Answer: (b).0.6
Q70.
The method of Barken is based on the assumption of ___________
Discuss
Answer: (b).Linear spring theory
Page 7 of 8