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 angle of repose of soil is defined as the angle that an inclined plane makes with the horizontal when a body placed on it just sliding is:

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2. Which of the following soils will have the least value of the safe load?

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3. If the water content of a fully saturated soil mass is 100%, then the voids will be

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

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5. The force exerted by flowing water on the sediment particles to cause their motion is called:

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6. The critical exit gradient may occur when

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7. Cohesionless soils are formed due to

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8. The soil transported by wind and deposited is called:

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

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10. 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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11. The tendency of dense sand to expand on the application of shearing load is known as

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12. For a well-graded soil, the coefficient of curvature will be between

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13. *Coefficient of earth pressure at rest is:

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14. The permeability of a soil deposit in situ can be best obtained by

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15. The strength of a soil is generally identified by

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16. If the resultant force at the face of the retaining wall is much more than frictional resistances at the bottom, the failure will be due to:

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17. The bearing capacity of a soil depends upon:

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18. Earth pressure at rest can be defined as lateral pressure exerted by the soil when the retaining wall tends to

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19. The angle of internal friction of clay is about

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

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21. Consolidation is a process involving

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

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23. Clays containing organic matter are made suitable for stabilization by first adding a small percentage of

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24. Soil which contains particles of different sizes in good proportion is called

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25. Moisture content for the optimum moisture content of silt is

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26. The maximum dry density occurs at a particular water content which is known as

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

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28. Combined footing is generally used when:

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29. To what category do the gravel and sand belong?

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30. Flow path/flow channel is

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