Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 7 Mcqs, each offering curated multiple-choice questions to sharpen your Geotechnical Engineering knowledge and support exam preparation. Choose a topic below to get started.

1.

The structural collapse for a clay soil usually occurs at __________

A. First saturation
B. Last
C. Does not occur
D. At an intermediate
Answer» B. Last
2.

A clay specimen has an unconfined compressive strength of 240 Kn/m2 in a distributed state. On remolding, the unconfined compressive strength is 54 Kn/m2. What will be the sensitivity of clay?

A. 3.85
B. 7.24
C. 2.04
D. 4.44
Answer» E.
3.

At a given overburden pressure (Po) for a collapsible soil, its collapsible potential depends on _________

A. Degree of saturation
B. Temperature coefficient
C. Moisture content
D. Pressure
Answer» B. Temperature coefficient
4.

The capillary potential (CP) of the collapsible soil varies with _________

A. Degree of saturation and Pressure
B. Water content present
C. All of the mentioned
D. None of the mentioned
Answer» B. Water content present
5.

collapsible soils are usually present in areas of __________

A. Semi-arid regions and Arid regions
B. Dry regions
C. All of the mentioned
D. None of the mentioned
Answer» B. Dry regions
6.

Collapsible soils undergoes large decrease in volume due to __________

A. Decrease in moisture content
B. Increase in moisture content
C. Increase in solubility
D. None of the mentioned
Answer» C. Increase in solubility
7.

The researchers who have provided guidance for identifying the potential, foot clayey sand and sand clay found in western US is __________

A. Macveren
B. Holtz and Gibbs
C. All of the mentioned
D. None of the mentioned
Answer» C. All of the mentioned