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Sedimentation Analysis - Geotechnical Engineering MCQs

Sedimentation Analysis MCQs : Here you will find MCQ Questions related to "Sedimentation Analysis" in Geotechnical Engineering. These Sedimentation Analysis MCQ Questions Will help you to improve your Geotechnical Engineering knowledge and will prepare you for various Examinations like Competitive Exams, Placements, Interviews and other Entrance Exmaniations.

Question 1

According to Indian standards the soil fraction is set as?

A. 75 microns
B. 90 microns
C. 50 microns
D. 100 microns

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Question 2

Which method can be used for taking sedimentation analysis?

A. hydrometer
B. pipette
C. Sieve
D. Both A and B

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Question 3

The time for a particle to settle, of diameter 0.06 through a height of 10 cm is_________

A. 42 m 59 s
B. 3 m 52 s
C. 25.8 s
D. 42.8s

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Question 4

In sedimentation analysis, soil particle has average specific gravity.

C. Can be true or false
D. Can not say

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Question 5

In stokes law, the velocity at which the grains settles down depend on?

A. shape
B. size
C. weight of grain
D. All of the above

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Question 6

Since ɳ=viscosity of water/liquid, it can be affected by?

A. air
B. water
C. temperature
D. gas

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Question 7

The lower limit of particle size allowed in sedimentation analysis is ________

A. 0.0002 mm
B. 0.04 mm
C. 0.074 mm
D. 0.0004 mm

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Question 8

The constant value of unit weight of water/liquid is taken as γw=?

A. 9.8
B. 9.81
C. 8.81
D. 8.91

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Question 9

The viscosity of distilled water in sedimentation analysis is taken as

A. 0.0855 KN-s/m^2.
B. 0.855 KN-s/m^2.
C. 0.000855 KN-s/m^2.
D. 0.00855 KN-s/m^2.

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Question 10

1 poise is equivalent to _________

A. 0.5 NS/m^2
B. 0.1 NS/ m^2
C. 10-4 K NS/ m^2
D. 0.8 NS/ m^2

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