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. *Earth pressure acting at a height of ..... in case of inclined surcharge is:

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

3 / 30

3. The most suitable method for increasing the bearing capacity of black cotton soil is:

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4. Cohesive soils:

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5. Cohesionless soils are formed due to

6 / 30

6. Moisture content of saturated soil equals:

7 / 30

7. The ultimate bearing capacity of frictionless soils is:

8 / 30

8. In the case of retaining walls, surcharge is:

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9. A phreatic line is defined as the line within a dam section below which there are

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

11 / 30

11. Theoretically, the void ratio in soils can have the following values

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12. The effective stress in a soil is equal to

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13. Compression of soils occurs rapidly if voids are occupied by

14 / 30

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

15 / 30

15. Flow path/flow channel is

16 / 30

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

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17. The principal stress is maximum on

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

19 / 30

19. Which of the following is not the purpose of a foundation?

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20. The dry density of soil can be defined as

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

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22. Terzaghi's theory of one-dimensional consolidation assumes:

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23. The relationship between void ratio (e) and porosity ratio (n) is

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24. The lateral earth pressure of the soil moves towards the retaining wall indicates

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25. Piping in soils is due to

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26. For the same soil, an increase in compaction effort

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27. The reduction factor to the bearing capacity of soil due to the water table at a depth equal to half of the width of the footing below the footing is:

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28. In hydrometer analysis, the principle used

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29. Cement stabilizer is suitable for

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30. Raft foundation is a type of:

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