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 18 of 19

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Q171.
The stress component at any point, after the excavation of the shaft, will be equal to ____________
Discuss
Answer: (b).ΟƒZ = (ΟƒZ)1-(ΟƒZ)2
Q172.
Underground conduits are commonly used for, which of the following purpose?
Discuss
Answer: (d).All of the mentioned
Q173.
A ditch conduits can be installed in a __________
Discuss
Answer: (c).Narrow ditch
Q174.
Underground conduits can be classified into ___________ types.

a.

2

b.

4

c.

3

d.

5

Discuss
Answer: (c).3
Q175.
Ditch conduits are more commonly used in ___________
Discuss
Answer: (a).Sewers
Q176.
The problem of computing the stress in the vicinity of a cylindrical tunnel was solved by __________
Discuss
Answer: (b).Mindlin
Q177.
The transfer of pressure from a yielding part of soil mass to the less yielding part is defined by the term __________
Discuss
Answer: (a).Arching
Q178.
Which of the following conduit is installed in shallow bedding?
Discuss
Answer: (b).Positive projecting conduits
Q179.
Which of the following values of K0 is used to compute the stress in the vicinity of a cylindrical tunnel?
Discuss
Answer: (d).All of the mentioned
Q180.
Terzaghi’s experiment show that the value of K (empirical constant) varies from about ________ above the Centre of strip.
Discuss
Answer: (a).Unity