Index Properties Determination MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Index Properties Determination, a fundamental topic in the field of Geotechnical Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Index Properties Determination 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 Index Properties Determination mcq questions that explore various aspects of Index Properties Determination problems. Each MCQ is crafted to challenge your understanding of Index Properties Determination principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Geotechnical Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Index Properties Determination MCQs are your pathway to success in mastering this essential Geotechnical Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Index Properties Determination. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

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Index Properties Determination MCQs | Page 5 of 13

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Q41.
The soil portion passing through 4.75 mm sieve is washed for further sieve analysis.

a.

True

b.

False

c.

May be True or False

d.

Can't say

Discuss
Answer: (a).True
Q42.
______ is used for washing the soil portion passing through 4.75 mm sieve.

a.

distilled water

b.

2g of sodium hexametaphosphate per litre of water

c.

10% of brine solution

d.

kerosene

Discuss
Answer: (b).2g of sodium hexametaphosphate per litre of water
Q43.
In sedimentation analysis, the soil fraction should be of what micron size, so as to be kept in a liquid medium (water).

a.

75

b.

83

c.

57

d.

70

Discuss
Answer: (a).75
Q44.
The sedimentation analysis is done with the help of________

a.

Hydrometer and Pipette

b.

Sieve

c.

All of the mentioned

d.

None of the mentioned

Discuss
Answer: (a).Hydrometer and Pipette
Q45.
The time for a particle to settle, of diameter 0.06 through a height of 10 cm is_________

a.

25.8 s

b.

42 m 59 s

c.

3 m 52 s

d.

42.8 s

Discuss
Answer: (a).25.8 s
Q46.
The shrinkage ratio of soil is equal__________ the soil in its dry state.

a.

Mass specific gravity

b.

Mass density

c.

Water content

d.

Specific gravity

Discuss
Answer: (a).Mass specific gravity
Q47.
Shrinking limit can be found out using alternate method, if __________

a.

The specific gravity of soil is known

b.

Dry volume of soil is known

c.

Water content in the soil is known

d.

Dry density of soil is known

Discuss
Answer: (a).The specific gravity of soil is known
Q48.
The filed density of a natural soil deposit cannot be determined by_____ method.

a.

sand replacement

b.

oven-dry

c.

core cutter

d.

water displacement

Discuss
Answer: (b).oven-dry
Q49.
Arrange the following to obtain the correct procedure of sand replacement method.

I. Measurement of soil density
II. Determination of water content and dry density
III. Calibration of the cylinder

a.

(I), (II), (III)

b.

(III), (II), (I)

c.

(III), (I), (II)

d.

(I), (III), (II)

Discuss
Answer: (c).(III), (I), (II)
Q50.
For calibration of cylinder _______ is used.

a.

Gravel

b.

Sand

c.

Soil

d.

Silt

Discuss
Answer: (b).Sand
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