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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Get fresh, new questions in each attempt.

  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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  • 👍 All the best!

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1. The angle between the directions of the failure and the major principal plane is equal to:

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2. The law which states that the velocity of flow through a porous medium is directly proportional to the hydraulic gradient is

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3. The u/s face of an earthen dam is

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

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5. Generally, soils are considered as

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

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

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

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9. Passive earth pressure is defined as

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10. The bearing capacity of soil depends upon:

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11. * When water content in a soil is reduced beyond the shrinkage limit, the soil will be:

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12. Berms are used to:

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13. Mechanical stabilization is done by

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14. In an earthen dam, the phreatic line is

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15. Quick sand is a

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

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17. The property of the soil which allows water to flow through the soil is known as

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

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19. On wetting, cohesive soils

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20. The bearing capacity of a soil depends upon:

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

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22. 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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23. Total lateral earth pressure is proportional to

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

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

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26. The soil sample contains a volume of void 0.2 and a volume of soil solid is 0.30 then find the void ratio & porosity of soil

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27. Inorganic soils with low plasticity are denoted by

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28. The well in well foundation:

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29. The critical exit gradient may occur when

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30. The ratio of settlement at any time t, to the final settlement is called

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