Pavement Design and Types MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Pavement Design and Types, 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 Pavement Design and Types 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 Pavement Design and Types mcq questions that explore various aspects of Pavement Design and Types problems. Each MCQ is crafted to challenge your understanding of Pavement Design and Types 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 Pavement Design and Types 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 Pavement Design and Types. 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 Pavement Design and Types knowledge to the test? Let's get started with our carefully curated MCQs!

Pavement Design and Types MCQs | Page 5 of 9

Discover more Topics under Foundation Engineering

Q41.
The elastic strain βˆ† of the subgrade is __________

a.

\(βˆ†=\frac{p}{E}\left[(2-2ΞΌ^2)(a^2+z^2)^\frac{1}{2}-\frac{(1+ΞΌ) z^2}{(a^2+z^2)^\frac{1}{2}}+(ΞΌ+2ΞΌ^2-1)z\right]\)

b.

\(βˆ†=\frac{p}{2}\left[\frac{2(1+ΞΌ)z}{(a^2+z^2)^\frac{1}{2}}+ \frac{z^3}{(a^2+z^2)^\frac{3}{2}}\right]\)

c.

\(βˆ†=\frac{p}{2}\left[1-2ΞΌ-\frac{2(1+ΞΌ)z}{(a^2+z^2)^\frac{1}{2}}+ \frac{z^3}{(a^2+z^2)^\frac{3}{2}}\right]\)

d.

\(βˆ†=\frac{p}{2}\left[1+2ΞΌ-\frac{2(1+ΞΌ)z}{(a^2+z^2)^\frac{1}{2}}+ \frac{z^3}{(a^2+z^2)^\frac{3}{2}}\right]\)

Discuss
Answer: (a).\(βˆ†=\frac{p}{E}\left[(2-2ΞΌ^2)(a^2+z^2)^\frac{1}{2}-\frac{(1+ΞΌ) z^2}{(a^2+z^2)^\frac{1}{2}}+(ΞΌ+2ΞΌ^2-1)z\right]\)
Q42.
For a Poisson’s ratio of 0.5, the elastic strain βˆ† is ___________

a.

\(βˆ†=\frac{3pa^2}{2E} \)

b.

\(βˆ†=\frac{pa^2}{2E(a^2+z^2)^\frac{1}{2}} \)

c.

\(βˆ†=\frac{3pa^2}{2E(a^2+z^2)^\frac{1}{2}} \)

d.

\(βˆ†=\frac{a^2}{2E(a^2+z^2)^\frac{1}{2}} \)

Discuss
Answer: (c).\(βˆ†=\frac{3pa^2}{2E(a^2+z^2)^\frac{1}{2}} \)
Q43.
For a Poisson’s ratio of 0.5, the elastic strain βˆ† in terms of Boussinesq settlement factor is __________

a.

\(βˆ†=\frac{pa}{E} F_B\)

b.

\(βˆ†=\frac{3pa^2}{2E} F_B\)

c.

\(βˆ†=\frac{a^2}{2E} F_B\)

d.

\(βˆ†=\frac{pa^2}{2E} F_B\)

Discuss
Answer: (a).\(βˆ†=\frac{pa}{E} F_B\)
Q44.
The Boussinesq settlement factor is given by _______

a.

\(F_B=\frac{3}{2} \frac{1}{1+(\frac{z}{a})^2}\)

b.

\(F_B=\frac{3}{2} \frac{1}{(1+(\frac{z}{a})^2)^\frac{5}{2}}\)

c.

\(F_B=\frac{3}{2} \frac{1}{(1+(\frac{z}{a})^2)^\frac{1}{2}}\)

d.

\(F_B=\frac{1}{(1+(\frac{z}{a})^2)^\frac{1}{2}}\)

Discuss
Answer: (c).\(F_B=\frac{3}{2} \frac{1}{(1+(\frac{z}{a})^2)^\frac{1}{2}}\)
Q45.
If the load is at the surface of subgrade, the Boussinesq settlement factor is given by ________

a.

1.5

b.

2

c.

2.5

d.

3

Discuss
Answer: (a).1.5
Q46.
If the load is at the surface of subgrade, the elastic strain is ________

a.

\(βˆ†=\frac{pa}{E} 1.5\)

b.

\(βˆ†=\frac{3pa^2}{2E} 2.5\)

c.

\(βˆ†=\frac{a^2}{2E} 3\)

d.

\(βˆ†=\frac{pa^2}{2E} 3.5\)

Discuss
Answer: (a).\(βˆ†=\frac{pa}{E} 1.5\)
Q47.
The Burmister’s influence coefficient is ________

a.

\(C_B=\frac{Οƒ_z}{p} \)

b.

CB=Οƒz-p

c.

CB=Οƒz*p

d.

CB=Οƒz+p

Discuss
Answer: (a).\(C_B=\frac{Οƒ_z}{p} \)
Q48.
If F is a dimensionless factor, the defection in rigid plate of radius a is__________

a.

\(βˆ†=\frac{pa}{E} 1.5F\)

b.

\(βˆ†=\frac{pa}{E} 1.18F\)

c.

\(βˆ†=\frac{a^2}{2E} 1.18F\)

d.

\(βˆ†=\frac{pa}{E} 2F\)

Discuss
Answer: (a).\(βˆ†=\frac{pa}{E} 1.5F\)
Q49.
In Burmister analysis, the subgrade layers are non-homogeneous and anisotropic.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (b).False
Q50.
In Burmister analysis, the subgrade layer is infinite only in vertical direction.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (b).False
Page 5 of 9