Site Investigation and Soil Sampling MCQs

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

Site Investigation and Soil Sampling MCQs | Page 1 of 12

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Q1.
The area ratio of the sampler is __________

a.

\(\frac{D_2^2-D_1^2}{D_1^2}×100\)

b.

\(\frac{D_1^2-D_2^2}{D_1^2}×100\)

c.

\(\frac{D_2^3+D_1^3}{D_1^2}×100\)

d.

\(\frac{D_2^2-D_1^2}{2D_1^2}×100\)

Discuss
Answer: (a).\(\frac{D_2^2-D_1^2}{D_1^2}×100\)
Q2.
The inside clearance of the sampler is ________

a.

\(\frac{D_3-D_1}{D_1} ×100 \)

b.

\(\frac{D_3+D_1}{D_1} ×100\)

c.

\(\frac{D_3-D_1}{D_3} \)

d.

\(\frac{D_3-D_1}{2D_1} ×100\)

Discuss
Answer: (a).\(\frac{D_3-D_1}{D_1} ×100 \)
Q3.
The outside clearance of the sampler is ______

a.

\(\frac{D_3-D_1}{D_1} ×100 \)

b.

\(\frac{D_3+D_1}{D_1} ×100 \)

c.

\(\frac{D_2-D_4}{D_4} ×100 \)

d.

\(\frac{D_2+D_4}{D_4} ×100 \)

Discuss
Answer: (c).\(\frac{D_2-D_4}{D_4} ×100 \)
Q4.
Stabilisation of soils are most commonly used in __________ engineering works.

a.

Air-field pavements

b.

Foundations of buildings

c.

Pile construction

d.

All of the mentioned

Discuss
Answer: (a).Air-field pavements
Q5.
Method of stabilisation can be grouped under________ main types.

a.

three

b.

two

c.

one

d.

four

Discuss
Answer: (b).two
Q6.
Example of modification of soil property with the help of admixtures is _________

a.

Compaction

b.

Drainage

c.

Mechanical stabilisation

d.

Particle size distribution

Discuss
Answer: (c).Mechanical stabilisation
Q7.
The important factors that governs the engineering behavior of soil are _________

a.

Densification

b.

Stabilisation

c.

Tensile strength

d.

Particle size distribution

Discuss
Answer: (d).Particle size distribution
Q8.
Mechanical stabilisation of soil involves which of the following operation?

a.

Compaction and Changing the composition of soil

b.

Leveling

c.

None of the mentioned

d.

All of the mentioned

Discuss
Answer: (a).Compaction and Changing the composition of soil
Q9.
For mechanical stabilized bases, liquid limit should not exceed __________

a.

35 %

b.

25 %

c.

50 %

d.

10 %

Discuss
Answer: (b).25 %
Q10.
The properties of a soil under compaction depend upon _________

a.

Swelling

b.

Placement condition

c.

Water content

d.

Permeability

Discuss
Answer: (c).Water content
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