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 bearing capacity of soil primarily depends on:

2 / 30

2. Terzaghi's analysis assumes:

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3. For testing a saturated clay for shear strength, the test recommended is

4 / 30

4. Chemical weathering occurs because of

5 / 30

5. The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated

6 / 30

6. Angle of Internal friction is minimum for

7 / 30

7. The relation between dry density (ρd), bulk density (ρ), and water content (w) is

8 / 30

8. The lateral pressure exerted by a uniform surcharge of intensity q per unit area is:

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9. The maximum water content at which a reduction in water content does not cause a decrease in the volume of the soil mass is known as

10 / 30

10. Sheet piles are held in position by:

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

12 / 30

12. When a static load is applied, the consolidation is fast in the case of

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13. Stability of slopes can be increased by:

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14. Passive earth pressure is defined as

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15. The ratio of plasticity index to flow index is called

16 / 30

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

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17. Soil having more cohesion than sand

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18. The permissible settlement in the case of an isolated foundation on clayey soils is:

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19. Pile foundations are normally used in:

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20. The seepage force is proportional to

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21. The dry density of soil can be defined as

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22. The passive earth pressure of a soil can be defined as lateral pressure exerted by the soil when the retaining wall tends to

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23. A foundation may be classified as shallow if:

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24. The well in well foundation:

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25. A vertical wall is subjected to a liquid pressure on its one side, the total pressure on the wall acts at a distance of:

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

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27. The ratio of the difference between the void ratio of the soil in its loosest and its natural state and fully dense state is termed as

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

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29. The difference between total pressure and pore water pressure is known as

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30. The direction of seepage is

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