Basic Civil Engineering Bulking Sand Online Exam Quiz

Basic Civil Engineering Bulking Sand GK Quiz. Question and Answers related to Basic Civil Engineering Bulking Sand. MCQ (Multiple Choice Questions with answers about Basic Civil Engineering Bulking Sand

By how much percentage does the volume increase when the moisture content is 5-10%?

Options

A : 10-20%

B : 20-40%

C : 30-40%

D : 20-30%

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a, b, c in the figure below in order are:

Options

A : coarse, fine, medium grained sand

B : fine, coarse, medium grained sand

C : medium, fine, coarse grained sand

D : fine, medium, coarse grained sand

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Sand does not show any bulking when:

Options

A : Completely saturated

B : Partially saturated

C : Contains small amount of impurities

D : Voids are partially filled with air

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What happens if bulking is not accounted for while preparing concrete?

Options

A : Concrete gets hardened

B : Concrete is not affected

C : Concrete gets softened

D : Concrete becomes watery

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What does ‘h’ represents in the formula used to calculate the bulking factor?

Options

A : Height of jar

B : Height of saturated sample

C : Height of dry sample

D : Height of water

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What is the meaning of bulking of sand?

Options

A : Increase in volume of sand due to moisture absorption

B : Increase in weight of sand due to moisture absorption

C : Increase in mass of sand due to moisture absorption

D : Increase in strength of sand due to moisture absorption

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How is bulking related to moisture content?

Options

A : Keeps on increasing with moisture content

B : Increases to a certain point and then decreases

C : Keeps on decreasing with moisture content

D : Decreases to a certain point and then increases

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How is particle size of sand related to bulking?

Options

A : Not related

B : Directly proportional

C : Inversely proportional

D : Shows variable relation

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What effect does bulking have on fresh concrete?

Options

A : Strength reduces

B : Shrinkage increases

C : Volume reduces

D : Workability increases

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Bulking is the phenomenon applicable to both fine and coarse aggregates.

Options

A : True

B : False

C :

D :

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