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. Most of the shear tests are done in equipment which is:

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

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3. A wall constructed to retain the earth from slippage on the hillside of the roadway is called:

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4. Pile foundations are enormously used in:

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5. The shear strength of cohesive soil is equal to

6 / 30

6. Chemical weathering occurs because of

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

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8. Three phase diagram of soil represents

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9. The bearing capacity of soil depends upon:

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10. In a sand stratum of 1.5m thickness, specific gravity 2.67, and voids ratio 0.67, the head required for the quick condition is equal to

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

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12. The factor of safety of slopes is defined as:

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13. The shape & structure of an isobar is like a/an

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14. The ratio of volume of voids to the total volume of the given soil mass is known as

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15. A fully saturated soil is called

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16. The water content of soils can be accurately determined by

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17. The process of compaction may involve

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18. Three-phase system is concerned with

19 / 30

19. 'Loess' is silty clay formed by the action of

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20. Piping in soils is due to

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21. Consolidation theory was enunciated by

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22. A decrease in water content results in a reduction of the volume of a soil in

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23. If the sand in situ is in the densest state, then its relative density is

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

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

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26. The maximum pressure which a soil can carry without shear failure is called:

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27. Particle size range is measured by

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28. If the volume of voids is equal to the volume of solids in a soil, then the values of porosity and voids ratio respectively are

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29. The maximum size of a clay particle is

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30. The angle of internal friction depends upon

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