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 10 of 13

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Q91.
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
Q92.
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
Q93.
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
Q94.
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)
Q95.
For calibration of cylinder _______ is used.

a.

Gravel

b.

Sand

c.

Soil

d.

Silt

Discuss
Answer: (b).Sand
Q96.
Arrange the following to obtain the correct procedure of soil density by sand replacement method.

I. Cylinder is placed over a tray
II. Tray with central hoe is placed in ground
III. Test hole is dug
IV. The cylinder valve is opened

a.

(I), (II), (III), (IV)

b.

(II), (III), (I), (IV)

c.

(I), (III), (II), (IV)

d.

(II), (III), (IV), (I)

Discuss
Answer: (b).(II), (III), (I), (IV)
Q97.
In sand replacement method, if the mass of sand filling the calibrating container is 1450g and volume of calibrating container is 1000cm³, then its buk density is_______ g/cm³.

a.

1450

b.

1.45

c.

45

d.

17

Discuss
Answer: (b).1.45
Q98.
The IS code for determination of dry density by sand replacement method is ________

a.

IS 456:2000

b.

IS 2720-1975/88 (Part XXIX)

c.

IS 2720-1974/88 (Part XXVIII)

d.

IS 800

Discuss
Answer: (c).IS 2720-1974/88 (Part XXVIII)
Q99.
The inner diameter of the core cutter is_____ cm.

a.

5

b.

10

c.

13

d.

15

Discuss
Answer: (b).10
Q100.
The principle of submerged mass density method is_______

a.

Equilibrium of floating bodies

b.

Stroke’s law

c.

Archimedes’ principle

d.

Darcy’s law

Discuss
Answer: (c).Archimedes’ principle
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