Soil Mechanics Online Test - Paper 2 » Advanced Assessment
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Soil Mechanics Online Test – Paper 2

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. The rate of consolidation

2 / 30

2. The angle of internal friction of clay is about

3 / 30

3. Which is the correct definition of soil in the geotechnical engineer's point of view?

4 / 30

4. The compression resulting from long-term static load and resulting expulsion of water is known as

5 / 30

5. A dam is

6 / 30

6. Active earth pressure is

7 / 30

7. Generally, soils are considered as

8 / 30

8. Terzaghi's analysis assumes:

9 / 30

9. Which of the following is responsible for the shear resistance in soils?

10 / 30

10. The load-carrying capacity of the pile is............due to skin friction.

11 / 30

11. *Coefficient of earth pressure at rest is:

12 / 30

12. The degree of saturation in soils can be defined as the ratio of

13 / 30

13. The reduction factor to the bearing capacity of soil due to the water table just below the footing is:

14 / 30

14. California Bearing Ratio test is used:

15 / 30

15. The shear strength of a soil is proportional

16 / 30

16. The shearing strength of a cohesionless soil depends upon:

17 / 30

17. The triaxial apparatus is usually used for

18 / 30

18. The functional equation for specific gravity (G), water content (w), void ratio (e), and degree of saturation (Sr) is

19 / 30

19. The water content at which the soil changes from a liquid state to a plastic state is known as

20 / 30

20. The seepage force in the soil is

21 / 30

21. Which of the following soils has the largest permeability?

22 / 30

22. Piping in soils is due to

23 / 30

23. The pressure-void ratio curve will be

24 / 30

24. In soil if the water content is equal to the liquid limit, its relative consistency is

25 / 30

25. * The shear resistance between particles is provided by:

26 / 30

26. Which method is quickest to find the water content of soils?

27 / 30

27. The seepage flow through a porous medium is generally

28 / 30

28. The angle of internal friction depends upon

29 / 30

29. The coefficient of earth pressure for loose sand having an angle of internal friction of 30° is:

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30. A soil that is fully consolidated under the existing overburden pressure is known as

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