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 4 of 9

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Q31.
The base course contains __________

a.

granular material

b.

bituminous material

c.

silt

d.

clay

Discuss
Answer: (a).granular material
Q32.
The sub-base is __________

a.

below the base course

b.

above the base course

c.

below the sub-grade

d.

above the wearing course

Discuss
Answer: (a).below the base course
Q33.
The strength of sub-grade is increased by _________

a.

compaction

b.

swelling

c.

bulking

d.

addition of excess of water

Discuss
Answer: (a).compaction
Q34.
The base course must possess low resistance to deformation.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (b).False
Q35.
The maximum legal axle wheel load is _________ kg as specified by IRC.

a.

3473

b.

5466

c.

8170

d.

4085

Discuss
Answer: (c).8170
Q36.
The maximum stress occurs on __________

a.

vertical plane passing through radial distance of one from the point of load application

b.

vertical plane passing through radial distance of two from the point of load application

c.

vertical plane passing through the point of load application

d.

vertical plane passing through radial distance of three from the point of load application

Discuss
Answer: (c).vertical plane passing through the point of load application
Q37.
The stress Οƒz at any point (r,z) below the pavement is __________

a.

\(Οƒ_z=\frac{3P}{2Ο€z^2}\left[\frac{1}{1+(\frac{r}{z})^3}\right]^\frac{5}{2}\)

b.

\(Οƒ_z=\frac{3P}{2Ο€z^2}\left[\frac{1}{(\frac{r}{z})^2}\right]^\frac{5}{2}\)

c.

\(Οƒ_z=\left[\frac{1}{1+(\frac{r}{z})^2}\right]^\frac{5}{2}\)

d.

\(Οƒ_z=\frac{3P}{2Ο€z^2}\left[\frac{1}{1+(\frac{r}{z})^2}\right]^\frac{5}{2}\)

Discuss
Answer: (d).\(Οƒ_z=\frac{3P}{2Ο€z^2}\left[\frac{1}{1+(\frac{r}{z})^2}\right]^\frac{5}{2}\)
Q38.
For the loaded circular area of radius a, the vertical stress on a vertical line passing through the center of the loaded area is __________

a.

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

b.

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

c.

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

d.

\(Οƒ_z=p\left[1-\left[\frac{1}{1+(\frac{a}{z})^2}\right]^\frac{5}{2}\right]\)

Discuss
Answer: (a).\(Οƒ_z=p\left[1-\left[\frac{1}{1+(\frac{a}{z})^2}\right]^\frac{3}{2}\right]\)
Q39.
For a loaded circular area of radius β€˜a’, ΞΌ=Poisson’s ratio, the horizontal radial stress is ________

a.

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

b.

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

c.

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

d.

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

Discuss
Answer: (d).\(Οƒ_r=\frac{p}{2} \left[1+2ΞΌ-\frac{2(1+ΞΌ)z}{(a^2+z^2)^\frac{1}{2}}+\frac{z^3}{(a^2+z^2)^\frac{3}{2}}\right]\)
Q40.
The vertical strain ∈z due to triaxial load (Οƒz,Οƒα΅£,Οƒβ‚œ=Οƒα΅£) under the center of plate is _________

a.

\(∈_z=\frac{1}{E}[Οƒ_z-ΞΌ(Οƒ_r)]\)

b.

\(∈_z=\frac{1}{E}[Οƒ_z-2ΞΌ(Οƒ_r)]\)

c.

\(∈_z=\frac{1}{E}[Οƒ_z-23ΞΌ(Οƒ_r)]\)

d.

\(∈_z=\frac{1}{E}[Οƒ_z-0.43ΞΌ(Οƒ_r)]\)

Discuss
Answer: (b).\(∈_z=\frac{1}{E}[Οƒ_z-2ΞΌ(Οƒ_r)]\)
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