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 4 of 6

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Q31.
The factor of safety with respect to cohesion is given by the equation ____________
Discuss
Answer: (b).FC = C / Cm
Q32.
The friction circle method assumes the failure surface as ___________
Discuss
Answer: (c).Arc of circle
Q33.
The forces acting on a sliding wedge are ___________
Discuss
Answer: (d).All of the mentioned
Q34.
The factor of safety Fc with respect to cohesive strength is based on the assumption that ___________
Discuss
Answer: (a).Frictional force is fully mobilized
Q35.
The factor K, in the radius of the friction circle(Kr sin Ο†) depends on ____________
Discuss
Answer: (d).Central angle of the slip arc
Q36.
The total cohesion force which resists the slipping along the slip arc at critical equilibrium is proportional to ___________
Discuss
Answer: (a).Cohesion and Height of the slope
Q37.
The Taylor’s stability number is based on ___________
Discuss
Answer: (a).Height of the slope and Pore pressure
Q38.
The factor of safety with respect to friction is __________
Discuss
Answer: (a).Unity
Q39.
According to Taylor, the force causing instability in the sliding wedge is __________
Discuss
Answer: (a).Cohesive resistance and Weight of the wedge
Q40.
Taylor’s stability number is represented by the term __________
Discuss
Answer: (b).Sn
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