
Quiz 2 Geotechnical Engineering BCE301
Authored by Dr. Arora
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15 questions
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1.
MULTIPLE SELECT QUESTION
30 sec • 1 pt
What is the important engineering parameter in shear strength?
Internal friction angle
Density
Cohesion
Volume
2.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
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
3.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
In an un-drained test on saturated clays, both σ1’ and σ3’ is independent of ____________
Pore pressure
Shear strength
Cell pressure
Effective pressure
4.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Which of the following cannot be obtained by using un-drained test?
Effective stress failure envelope
Shear strength
sensitivity
All of the mentioned
5.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
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
6.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Negative pore pressure in clay or sand is developed due to __________
Expansion on loading
Over loading
Loose structure
Compaction
7.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
In unconfined compression test the value of σ2 and σ3 is equal to ____________
1
0
0.8
½
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