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!

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Stability of Slopes MCQs | Page 5 of 6

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Q41.
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
Q42.
The Taylor’s stability number is based on ___________
Discuss
Answer: (a).Height of the slope and Pore pressure
Q43.
The factor of safety with respect to friction is __________
Discuss
Answer: (a).Unity
Q44.
According to Taylor, the force causing instability in the sliding wedge is __________
Discuss
Answer: (a).Cohesive resistance and Weight of the wedge
Q45.
Taylor’s stability number is represented by the term __________
Discuss
Answer: (b).Sn
Q46.
Which of the following quantity is called as Taylor’s stability number?
Discuss
Answer: (a).c/Fc Ξ³ H
Q47.
For purely frictional soil, the Taylor’s stability number is ___________
Discuss
Answer: (b).Zero
Q48.
The stability of a slope for a pure frictional soil, depends upon __________
Discuss
Answer: (a).Slope angle
Q49.
What will be the factor of safety with respect to cohesion of a clay slope laid at 1 in 2 to a height of 10 m, if the angle of internal friction Ο†=10° ; c=25 k N/m² and Ξ³ = 19 k N/m³?
Discuss
Answer: (b).2.06
Q50.
A slope is to be constructed at an inclination of 30° with the horizontal. What will be the safe height of the slope at factor of safety of 1.5? The soil has the properties: c = 15 k N/m², Ο†=22.5° and Ξ³ = 19 k N/m³.
Discuss
Answer: (a).11.5
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