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 7 of 10

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Q61.
A soil mass has kβ‚“=8*10¯β·cm/s and kᡧ=4*10¯β·cm/s. The effective permeability of the soil is ______

a.

4.6*10¯β·cm/s

b.

6.6*10¯β·cm/s

c.

5.6*10¯β·cm/s

d.

7.6*10¯β·cm/s

Discuss
Answer: (c).5.6*10¯β·cm/s
Q62.
If the effective permeability k’ is 6*10¯β·cm/s and kᡧ=4*10¯β·cm/s, then kβ‚“ is equal to ________

a.

6*10¯β·cm/s

b.

7*10¯β·cm/s

c.

8*10¯β·cm/s

d.

9*10¯β·cm/s

Discuss
Answer: (d).9*10¯β·cm/s
Q63.
If a fully saturated soil mass has a water content of 100%, then its void ratio is _________

a.

less than the specific gravity

b.

greater than the specific gravity

c.

equal to specific gravity

d.

does not depend on specific gravity

Discuss
Answer: (c).equal to specific gravity
Q64.
The coefficient of permeability is 6*10¯β·cm/s for a soil with a certain liquid. If the viscosity is reduced to half, then the coefficient of permeability is __________

a.

6*10¯β·cm/s

b.

17*10¯β·cm/s

c.

8*10¯β·cm/s

d.

12*10¯β·cm/s

Discuss
Answer: (d).12*10¯β·cm/s
Q65.
For an anisotropic soil ________ is true.

a.

kβ‚“β‰ kᡧ

b.

kβ‚“+kᡧ=0

c.

kβ‚“-kᡧ=0

d.

kβ‚“/kᡧ=1

Discuss
Answer: (a).kβ‚“β‰ kᡧ
Q66.
The laplacian form of equation for anisotropic soil is ______

a.

\(\frac{βˆ‚^2 h}{βˆ‚x^2}+\frac{βˆ‚^2 h}{βˆ‚y^2}=0\)

b.

\(k_x \frac{βˆ‚^2 h}{βˆ‚x^2}+\frac{βˆ‚^2 h}{βˆ‚y^2}=0\)

c.

\(\frac{βˆ‚^2 h}{βˆ‚x^2}+k_y\frac{βˆ‚^2 h}{βˆ‚y^2}=0\)

d.

\(\frac{k_x}{k_y}\frac{βˆ‚^2 h}{βˆ‚x^2}+\frac{βˆ‚^2 h}{βˆ‚y^2}=0\)

Discuss
Answer: (d).\(\frac{k_x}{k_y}\frac{βˆ‚^2 h}{βˆ‚x^2}+\frac{βˆ‚^2 h}{βˆ‚y^2}=0\)
Q67.
The actual flow net for anisotropic soil will have orthogonal set of curves.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (b).False
Q68.
The deflection of flow lines at interface of dissimilar soils is given by ______

a.

\(\frac{k_1}{k_2} =cosΞΈ\)

b.

\(\frac{k_1}{k_2} =sinΞΈ \)

c.

\(\frac{k_1}{k_2} =\frac{tanΞΈ_1}{tanΞΈ_2} \)

d.

\(\frac{k_1}{k_2} =cotΞΈ\)

Discuss
Answer: (c).\(\frac{k_1}{k_2} =\frac{tanΞΈ_1}{tanΞΈ_2} \)
Q69.
If at interface of dissimilar soils, k₁=9×10¯β· cm/s and kβ‚‚=4×10¯β· cm/s. The deflection of flow lines at interface has θ₁=30°, then ΞΈβ‚‚ will be _______

a.

12.39°

b.

13.39°

c.

14.39°

d.

15.39°

Discuss
Answer: (c).14.39°
Q70.
What are the essentials, required to draw a flow net?

a.

Top Flow and Phreatic line

b.

Stream line

c.

None of the mentioned

d.

All of the mentioned

Discuss
Answer: (a).Top Flow and Phreatic line
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