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 11 of 12

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Q101.
Geotextiles are ____________

a.

permeable

b.

semi-permeable

c.

impermeable

d.

does not permeability characterises

Discuss
Answer: (a).permeable
Q102.
The geostrips are generally produced from ________

a.

glycerine

b.

polypropylene

c.

dextrin

d.

benzene

Discuss
Answer: (b).polypropylene
Q103.
Geotextiles are available in thickness varying from ________

a.

1 to 5 mils

b.

5 to 10 mils

c.

10 to 20 mils

d.

10 to 300 mils

Discuss
Answer: (d).10 to 300 mils
Q104.
If geotextiles are used as reinforcements, then they should have __________

a.

low modulus of deformation

b.

high modulus of deformation

c.

low coefficient of friction

d.

low breaking strength

Discuss
Answer: (b).high modulus of deformation
Q105.
The geotextiles are available in rolls of length _____

a.

100 cm

b.

5m

c.

up to 600m

d.

1 km

Discuss
Answer: (c).up to 600m
Q106.
The geocells or geowebs are stitched together at _________ intervals.

a.

100 cm

b.

200 to 50 mm

c.

upto 600 m

d.

1 km

Discuss
Answer: (c).upto 600 m
Q107.
The GCL is a composite of ________

a.

geotextiles and bentonite clay

b.

silt and gravel

c.

gravel and bentonite clay

d.

geotextiles and gravels

Discuss
Answer: (a).geotextiles and bentonite clay
Q108.
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).\(\frac{D_2^2-D_1^2}{D_1^2}×100\)
Q109.
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).\(\frac{D_3-D_1}{D_1} ×100 \)
Q110.
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).\(\frac{D_2-D_4}{D_4} ×100 \)
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