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 3 of 6

Discover more Topics under Foundation Engineering

Q21.
Rectangular plot method has been suggested by _________
Discuss
Answer: (c).Singh
Q22.
The slip circle having the minimum factor of safety is called ___________
Discuss
Answer: (c).Critical slip circle
Q23.
In Swedish circle method ___________ analysis cases are considered.
Discuss
Answer: (b).C โ€“ ฯ† and ฯ†u = 0
Q24.
When does the critical condition of d/s slope, occur in reservoir?
Discuss
Answer: (a).Reservoir is full
Q25.
In the rectangular plot method if there are n-slices, the total number of ordinates will be ____________
Discuss
Answer: (a).n โ€“ 1
Discuss
Answer: (a).Stability of downstream slope during steady seepage and Stability of upstream slope during a sudden drawdown
Q27.
When a dam is built of impervious compressible soil, water is entrapped in the pore space due to ___________
Discuss
Answer: (b).Volume change in the soil mass
Q28.
The area of U-diagram in finding stability of D/S slope during steady seepage, can be measured by ___________
Discuss
Answer: (a).Planimeter and Rectangular plot method
Q29.
The magnitude and distribution of pore water pressure on a slip surface can be calculated from ___________
Discuss
Answer: (a).Pressure net
Q30.
The pore water pressure at any point on the slip surface is represented by ____________
Discuss
Answer: (a).Piezometric head
Page 3 of 6