Failure Envelopes and Earth Pressure MCQs

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

Failure Envelopes and Earth Pressure MCQs | Page 15 of 19

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Q141.
The Rankineโ€™s active earth pressure can also be found out by method of _____________
Discuss
Answer: (a).Trial wedges
Q142.
Based on the assumptions of the wedge theory, pressure distribution is assumed to be __________
Discuss
Answer: (b).Hydrostatic
Q143.
In Coulombโ€™s wedge theory, the angle ฮป is referred as ___________
Discuss
Answer: (c).Critical slip angle
Q144.
The ฯ†-line in wedge theory can also be called as __________
Discuss
Answer: (b).Natural slope line and Repose line
Q145.
In coulombโ€™s wedge theory, the criterion for maximum active pressure is present at ___________
Discuss
Answer: (a).Slip-plane
Q146.
Culmannโ€™s solution can be conveniently used for _____________
Discuss
Answer: (d).All of the mentioned
Q147.
Culmannโ€™s solution is based on ___________ theory.
Discuss
Answer: (a).Coulombโ€™s
Q148.
Which of the following effect of line load can be taken into account by Culmannโ€™s graphical method?
Discuss
Answer: (a).Railway track and Long wall of a building
Q149.
Rebhannโ€™s graphical method can be used for the location of ____________
Discuss
Answer: (a).Slip plane and Total active earth pressure
Q150.
Earth pressure for retaining walls, of less than 6m are obtained by _______________
Discuss
Answer: (b).Graphical method