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 maximum size of a clay particle is

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2. If the shearing stress is zero on two planes, then the angle between the two planes is

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

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4. Negative skin friction is to be considered when:

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

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6. Saturated soil is concerned with

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7. The triaxial apparatus is usually used for

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8. The rate of consolidation

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9. Cement stabilizer is suitable for

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10. Soil transported by water and deposited at the bottom of the lake is known as

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11. The bearing capacity of a soil depends upon:

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12. The effective stress in a soil is equal to

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13. A fully saturated soil is called

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14. The density of soil can be increased by

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

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16. The types of soil, which contain particles of almost the same size

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17. Toe failure is most likely in the case of:

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18. Soil in which some of the intermediate size particles are missing is known as

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19. The water content of soils is defined as the ratio of

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20. Weathering of soils is caused by

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21. The direction of seepage is

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22. Consolidation is a process involving

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

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25. If the coefficient of passive earth pressure k is 1/3 then the coefficient of active earth pressure is:

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26. A soil that is fully consolidated under the existing overburden pressure is known as

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27. * Angle of internal friction is minimum for:

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28. A foundation may be classified as spread foundation if:

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29. A foundation may be classified as a strip foundation if:

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30. The structure that derives its stability due to self-weight is:

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