Explore topic-wise MCQs in Geotechnical Engineering.

This section includes 10 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.

Which of the following action can be used to prevent deep frost penetration in the ground surface in building?

A. Removing the frost susceptible soil
B. Placing insulating blankets of sand and gravel
C. Providing proper drainage
D. Interposing a pervious gravel blanket
Answer» C. Providing proper drainage
2.

Which of the following is an effect of frost boils?

A. Formation of pot holes
B. Increased frost depth
C. Formation of capillary saturation
D. All of the mentioned
Answer» B. Increased frost depth
3.

Soil should possess___________for the formation of ice lens.

A. Low moisture content
B. High porosity
C. High capillarity
D. All of the mentioned
Answer» D. All of the mentioned
4.

Silt soils are more susceptible to frost action than __________

A. Sand soil and Clayey soil
B. Gravel soil
C. None of the mentioned
D. All of the mentioned
Answer» B. Gravel soil
5.

The temperature at which the soil freezes in the pores of the soil depend on __________

A. Pore size
B. Frost action
C. Saturation
D. Capillary tension
Answer» B. Frost action
6.

The ground surface up to which water freeze is called ___________

A. Frost heave
B. Frost boil
C. Frost line
D. Ice lenses
Answer» D. Ice lenses
7.

A well graded soil is said to be frost susceptible if more than _________

A. 10 % particle are smaller than 0.002 mm
B. 3 % particle are smaller than 0.002 mm
C. 3 % particle are smaller than 0.005 mm
D. 10 % particle are smaller than 0.005 mm
Answer» C. 3 % particle are smaller than 0.005 mm
8.

What is the maximum capillary tension for a tube of 0.05 mm diameter at 4 c?

A. 6.05 KN/m<sup>3</sup>
B. 0.617 KN/m<sup>3</sup>
C. 5.45 KN/m<sup>3</sup>
D. 3.00 KN/m<sup>3</sup>
Answer» B. 0.617 KN/m<sup>3</sup>
9.

If the void ratio is 40% in saturated soil, then the expansion of the soil will be __________

A. 5 %
B. 2.3 %
C. 3.6 %
D. 4 %
Answer» D. 4 %
10.

Frost heave is defined as ___________

A. Rise of ground water surface
B. Freezing of water in soil
C. Increase in volume due to freezing
D. None of the mentioned
Answer» B. Freezing of water in soil