Engineering Questions with Answers - Multiple Choice Questions
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Geotechnical Engineering MCQs – Frost Action
1 - Question
1. 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
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2 - Question
2. 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 %
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3 - Question
3. What are the types of soils, that are prone to frost action? a) Sand and Silt b) Clay c) None of the mentioned d) All of the mentioned
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4 - Question
4. What is the maximum capillary tension for a tube of 0.05 mm diameter at 4°c? a) 6.05 KN/m3 b) 0.617 KN/m3 c) 5.45 KN/m3 d) 3.00 KN/m3
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5 - Question
5. 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
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6 - Question
6. The ground surface up to which water freeze is called ___________ a) Frost heave b) Frost boil c) Frost line d) Ice lenses
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7 - Question
7. 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
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8 - Question
8. 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
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9 - Question
9. Soil should possess___________for the formation of ice lens. a) Low moisture content b) High porosity c) High capillarity d) All of the mentioned
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10 - Question
10. 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
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11 - Question
11. 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