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 types of soil, which contain particles of almost the same size

2 / 30

2. The critical exit gradient of the seepage of water in soils is

3 / 30

3. If in a partially saturated soil, the degree of saturation is 40%, then the air content of the soil is

4 / 30

4. Cohesionless soils are formed due to

5 / 30

5. The wall constructed to resist horizontal pressure is:

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6. Sheet pile walls are used as:

7 / 30

7. Shear strength of a soil is a unique function of

8 / 30

8. Over-consolidated soils caused due to:

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9. The well foundation is normally used under:

10 / 30

10. The difference between plastic limit and shrinkage limit is called

11 / 30

11. An agent responsible for the transportation of soil is

12 / 30

12. The critical exit gradient of the seepage of water in a soil is

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13. An isobar is a line which connects the points of equal stress

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14. Bearing capacity of soil primarily depends upon:

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15. The angle of internal friction for cohesive soils is equal to:

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16. A plane inclined at an angle to the horizontal at which the soil is expected to stay in the absence of any lateral support is known as:

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17. * For a properly designed footing, the bearing stress must be less than the bearing capacity, which is the bearing stress that causes a ......... failure within the foundation soil.

18 / 30

18. If the failure of a finite slope occurs through the toe, it is known as:

19 / 30

19. The angle of internal friction depends upon

20 / 30

20. The angle between the horizontal and the slope of a heap produced by pouring clean dry sand from a small height is known as:

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21. 'Drift' is the material picked up, mixed, disintegrated, transported, and repositioned by

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22. The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter is known as

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23. The critical height in the stability of the soil is the:

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24. Cohesive soils are generally/normally

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25. The bottom plug in well foundation is used:

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26. The assumption of Rankine's theory of earth pressure is:

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27. Permeability of soil varies,

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

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29. The relation between dry density (yd), bulk density (y), and water content (w) is

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30. Specific gravity of soil is

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