Seepage Analysis MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Seepage Analysis, a fundamental topic in the field of Geotechnical Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Seepage Analysis 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 Seepage Analysis mcq questions that explore various aspects of Seepage Analysis problems. Each MCQ is crafted to challenge your understanding of Seepage Analysis principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Geotechnical Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Seepage Analysis MCQs are your pathway to success in mastering this essential Geotechnical Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Seepage Analysis. 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 Seepage Analysis knowledge to the test? Let's get started with our carefully curated MCQs!

Seepage Analysis MCQs | Page 9 of 10

Q81.
The phreatic line is defined as the line within a dam section below which there are ________ in dam.
Discuss
Answer: (a).positive hydrostatic pressures
Q82.
The focus in an earth dam with no filter is ________
Discuss
Answer: (a).lowest point of d/s slope
Q83.
The base parabola is the ________
Discuss
Answer: (a).top flow line
Q84.
In the earth dam with no filter, the base parabola does not cut the d/s slope.
Discuss
Answer: (b).False
Q85.
The slope of discharge face can exceed _______
Discuss
Answer: (d).90°
Q86.
Khosla’s theory can be used for calculating which of the following?
Discuss
Answer: (a).Uplift pressure and exit gradient
Q87.
The failure of Naror weir in India was due to __________
Discuss
Answer: (a).Excessive water pressure
Q88.
The hydraulic gradient theory of weir design was developed by __________
Discuss
Answer: (a).Darcy and Beresford
Discuss
Answer: (a).Higher water level at the upstream of the structure
Q90.
Undermining of the sub soil is due to ___________
Discuss
Answer: (d).Uplift pressure
Page 9 of 10