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 16 of 19

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Q151.
All available graphs and tables, used for finding earth pressure is based on __________
Discuss
Answer: (a).Rankine’s theory
Discuss
Answer: (c).The wall must be thinner in section
Q153.
For the design of gravity dam, the minimum value of F(factor of safety) against sliding should be __________
Discuss
Answer: (b).1.5
Q154.
Positive projecting conduits are of ___________ types.

a.

2

b.

5

c.

3

d.

4

Discuss
Answer: (d).4
Q155.
The settlement ratio for a negative projecting conduit is __________
Discuss
Answer: (b).Always negative
Q156.
The magnitude and direction of relative movements between the interior and exterior prisms of the conduits are dependent upon the ___________
Discuss
Answer: (a).Settlement ratio
Discuss
Answer: (a).Tangential to the top of the conduit
Q158.
If the critical plane settles more than the top of the conduit, the settlement ratio is __________
Discuss
Answer: (c).Positive
Q159.
Both the projection condition and the ditch conditions of a positive projecting conduit may be __________
Discuss
Answer: (c).All of the mentioned
Q160.
If the plane of settlement does not fall within the embankment, then such a condition is called _________
Discuss
Answer: (a).Complete ditch condition and Complete project condition