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. In the case of a backfill with a sloping surface, the total active pressure on the wall of height H acts at:

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2. Contribution due to skin friction is maximum in:

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3. Stability analysis shall be made considering:

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4. Negative skin friction is to be considered when:

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5. Shearing strength of cohesionless soil depends upon

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6. The ratio of the unit weight of soil solids to that of water is called:

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7. Bleeder wells are required to

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8. Plasticity index is obtained as the difference between

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9. The thickness of adsorbed layers of soil is measured in

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

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11. The soil having minimum/least bearing capacity is:

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12. California Bearing Ratio test is used:

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

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14. The finest size of soil particle is

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15. Active earth pressure is

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16. Sheet pile walls are used as:

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17. 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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18. The quantity of seepage of water in the soil is

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

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20. A fully saturated soil is called

21 / 30

21. The most effective method for compacting sand is by using

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

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23. Pile foundations are normally used in:

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24. The effective stress in a soil is equal to

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25. A plane inclined at an angle to the horizontal at which the soil is expected to stay in the absence of any lateral support is known as:

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26. Raising of water table in shallow foundations, near foundation level:

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27. The dry density of soil can be defined as

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

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

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30. Square root of times fitting method is used for calculating

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