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 7 of 19

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Q61.
The coefficient of earth pressure at rest is represented as _________ expression given by Jaky.
Discuss
Answer: (a).K₀=1-sinφ
Q62.
For cohesion-less soil, the angle of internal friction is 45°, find the Kβ‚€.
Discuss
Answer: (c).0.293
Q63.
A backfill of a retaining wall consists of Ξ³=19 kN/m³ which is 6 m high. Find the total earth pressure per meter length. Given coefficient of earth pressure at rest is 0.5.
Discuss
Answer: (c).171 kN/m
Q64.
If Kβ‚€=0.4, then find the value of µ.
Discuss
Answer: (b).0.286
Q65.
For ΞΌ=0.3, find Kβ‚€.
Discuss
Answer: (a).0.429
Q66.
A backfill of a retaining wall consists of Ξ³=19 kN/m³ which is 6 m high. Find the lateral earth pressure per meter length. Given coefficient of earth pressure at rest is 0.5.
Discuss
Answer: (b).57 kN/m²
Q67.
Originally, Rankine’s theory of lateral earth pressure can be applied to only _______
Discuss
Answer: (a).Cohesion less soil
Q68.
Rankine’s theory of lateral pressure was extended to other soil by __________
Discuss
Answer: (a).Resal and Bell
Q69.
Based on the assumptions of Rankine’s theory, the soil mass is __________
Discuss
Answer: (c).Homogeneous
Q70.
Which of the following cases for cohesion less backfill in Rankine’s theory is considered?
Discuss
Answer: (d).All of the mentioned