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 2 of 8

Discover more Topics under Foundation Engineering

Discuss
Answer: (a).Adequate embedded length should be provided and The well should rest on strata of adequate bearing capacity
Q12.
For alluvial soil, the normal scour depth can be calculated by ___________ formula.
Discuss
Answer: (b).Lacey’s formula
Q13.
The grip length of well is taken as _________ below the scour level in roads.
Discuss
Answer: (c).1/3 R
Q14.
For piers and abutment, the minimum depth of embedment below the scour level should be taken as _________ m.
Discuss
Answer: (a).2.0
Q15.
What are the horizontal forces that are prone to act on a well foundation?
Discuss
Answer: (d).All of the mentioned
Q16.
The analysis of well foundation is done based on the assumptions of _________
Discuss
Answer: (a).Banerjee and Gangopadhyay
Q17.
The maximum depth of scour at the nose of pier is _______ Lacey’s value.
Discuss
Answer: (a).Twice
Q18.
Coefficient of horizontal soil reaction m, depends on _________
Discuss
Answer: (a).Shape of the area carrying load and Nature of soil
Q19.
When a rigid well starts moving parallel, it transforms the soil in to __________
Discuss
Answer: (a).Active and passive states
Q20.
According to Terzaghi and Peck, the ultimate bearing capacity can be determined by which of the following expression?
Discuss
Answer: (a).Q f = Q p + 2Ο€Rfs Df
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