Stability of Slopes MCQs

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

Stability of Slopes MCQs | Page 2 of 6

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Q11.
A basic type of failure at a finite slope may occur due to ___________
Discuss
Answer: (a).Slope failure and Base failure
Q12.
If the failure occurs along a surface of sliding that intersect the slope at its toe, the slide is known as ___________
Discuss
Answer: (b).Slope failure
Q13.
The types of slip surface or failure surfaces are ____________

a.

4

b.

2

c.

3

d.

5

Discuss
Answer: (c).3
Q14.
The ratio of total depth to depth H is called _________
Discuss
Answer: (a).Depth factor
Q15.
The depth factor Df for toe failure is ___________
Discuss
Answer: (c).Df = 1
Discuss
Answer: (a).Embankment with specific plane of weakness
Q17.
The stability of a finite slope can be investigated by which of the following method?
Discuss
Answer: (d).All of the mentioned
Q18.
According to Bennet, non-circular slip surface may arise in ___________
Discuss
Answer: (c).Homogeneous dam
Q19.
The rupture mass sliding down a surface in a definite pattern resembles __________
Discuss
Answer: (b).Cycloid
Q20.
In stability computation, the curve representing the real surface of sliding is usually replaced by ___________
Discuss
Answer: (a).Arc of circle and Logarithmic failure
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