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 9 of 12

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Q81.
In Dutch cone test, the cone along with mantle is further penetrated after 8cm to a depth of ________

a.

20 cm

b.

8 cm

c.

15 cm

d.

30 cm

Discuss
Answer: (a).20 cm
Q82.
The cone test is very useful in __________

a.

cohesion-less soils

b.

cohesive soils

c.

clays

d.

silty clay

Discuss
Answer: (a).cohesion-less soils
Q83.
The cone resistance is approximately equal to ______ times the penetration resistance N.

a.

10

b.

20

c.

30

d.

40

Discuss
Answer: (a).10
Q84.
In Seismic refraction method, the radiating shock waves are picked up by ______

a.

geophone

b.

wave buoy

c.

thermometer

d.

cohesive soils

Discuss
Answer: (a).geophone
Q85.
In a blind zone, the geophone cannot detect the seisdmic refraction.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q86.
When deeper layers have increasingly greater density, the seismic refraction method is fast.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q87.
The equivalent penetration resistance is given by ___________

a.

Nโ‚‘=15+\(\frac{1}{2}\)(N+15)

b.

Nโ‚‘=\(\frac{1}{2}\)(N-15)

c.

Nโ‚‘=15+\(\frac{1}{2}\)(N-15)

d.

Nโ‚‘=15+\(\frac{1}{2}\)(N)

Discuss
Answer: (c).Nโ‚‘=15+\(\frac{1}{2}\)(N-15)
Q88.
If ฯƒโ€™ is the effective overburden pressure, then the effective penetration resistance is given by _____________

a.

Nโ‚‘=\(N \frac{50}{1.42ฯƒ^{โ€˜}}\)

b.

Nโ‚‘=\(N \frac{50}{ฯƒ^{โ€˜}+10}\)

c.

Nโ‚‘=\(N \frac{1}{1.42ฯƒ^{โ€˜}+10}\)

d.

Nโ‚‘=\(N \frac{50}{1.42ฯƒ^{โ€˜}+10}\)

Discuss
Answer: (d).Nโ‚‘=\(N \frac{50}{1.42ฯƒ^{โ€˜}+10}\)
Q89.
The essential feature of reinforced earth is that __________ develops between compacted layer of earth and reinforcing elements.

a.

friction

b.

tension

c.

compression

d.

shear

Discuss
Answer: (a).friction
Q90.
______ is developed in reinforcement.

a.

Friction

b.

Tension

c.

Compression

d.

Shear

Discuss
Answer: (b).Tension
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