Geotechnical Engineering Objective Questions
This set of Geotechnical Engineering Multiple Choice Questions & Answers (MCQs) focuses on “Sedimentation Analysis”
1. In sedimentation analysis, the soil fraction should be of what micron size, so as to be kept in a liquid medium (water).
According to Indian standards the soil fraction is set as 75 microns to be used in a liquid medium.
2. The sedimentation analysis is done with the help of________
Both the hydrometer and pipette method can be used for taking sedimentation analysis.
3. The time for a particle to settle, of diameter 0.06 through a height of 10 cm is_________
Explanation: Based on the time of settlement of particles of various diameters it is found that minimum time of 25.8 s is needed for a particle to settle of diameter 0.006 mm.
4. Which of the following assumptions is wrong, with respect to sedimentation analysis?
Explanation: In sedimentation analysis, soil particle has average specific gravity.
5. The sedimentation analysis is based on _________ law.
Explanation: The sedimentation analysis is based on stokes law according to which the velocity at which the grains settles down depend on shape, size, weight of grain.
6. In the formula, f=105√(300 ɳ/(g-1)Vw), the factor ɳ depends on__________
Explanation: Since ɳ=viscosity of water/liquid, it can be affected by temperature.
7. The lower limit of particle size allowed in sedimentation analysis is ________
Explanation: The particle smaller than 0.0002 mm is affected by Brownian movement and stokes law remains no longer valid.
8. 1 poise is equivalent to _________
Explanation: As,1 poise =1/10 NS/ m2 1 poise =0.1 NS/ m2.
9. The unit weight of water in v=(2/g)r2(Vs-Vw/ɳ) is taken as ________
Explanation:The constant value of unit weight of water/liquid is taken as γw=9.81 kn/m2.
10. Viscosity of water/liquid (ɳ) is expressed in ________
Explanation: The viscosity of distilled water in sedimentation analysis is taken as 0.00855 KN-s/m2.
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