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Quiz 3
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Q.1
Factor affecting pore pressure parameters is ___________
Type of shear
Temperature
Nature of the fluid
All of the mentioned
Q.2
The change in the pore pressure during an un-drained shear can be explained by ___________
Lateral pressure
Effective stress
Pore pressure parameter
Mohr’s circle
Q.3
Which of the following cannot be obtained by using un-drained test?
Effective stress failure envelope
Shear strength
sensitivity
All of the mentioned
Q.4
The consolidated-un drained test can be performed in ___________ methods.
3
2
4
1
Q.5
In an un-drained test on saturated clays, both σand σis independent of ____________
Pore pressure
Shear strength
Cell pressure
Effective pressure
Q.6
The un-drained test is carried out on sample of clay, silt, and peat to determine _____________
Shear Strength of natural ground and Sensitivity
Pore pressure
None of the mentioned
All of the mentioned
Q.7
If the reading on the scale of hydrometer is 1.the hydrometer reading is
85
15
1000
1.015
Q.8
According to Stokes law, velocity of a falling sphere in a liquid is:
Directly proportional to D2
Inversely proportional to D2
Inversely proportional to D3
Directly proportional to D3
Q.9
Hydrometer is used for measuring:
Water content
Specific gravity of solids
Specific gravity of liquids
Vapour pressure
Q.10
Final velocity attained by a particle settling in a fluid is called,
End velocity
Constant velocity
Terminal Velocity
Tertiary Velocity
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