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 reduction factor to the bearing capacity of soil due to the water table just below the footing is:

2 / 30

2. If the soil stays at a place above the parent rock where it is produced, then it is called

3 / 30

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

4 / 30

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

5 / 30

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

6 / 30

6. The rate of consolidation

7 / 30

7. The maximum differential settlement in the case of a foundation on clayey soils is:

8 / 30

8. Bleeder wells are required to

9 / 30

9. The seepage flow through a porous medium is generally

10 / 30

10. A clay deposit subjected to pressure in the past which is more than the present overburden pressure is known as

11 / 30

11. The quantity of water seeping through a soil is

12 / 30

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

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13. The bearing capacity of soil primarily depends on:

14 / 30

14. Which of the following is not the purpose of a foundation?

15 / 30

15. Angle of Internal friction is minimum for

16 / 30

16. Base failure refers to a failure surface that:

17 / 30

17. The relation between dry density (yd), bulk density (y), and water content (w) is

18 / 30

18. When a static load is applied, the consolidation is fast in the case of

19 / 30

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

20 / 30

20. Absorbed water in soil is

21 / 30

21. Number of blows required to penetrate the sampler & cone for a depth of ...&... is known as penetration number

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22. Raft foundation is a type of:

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23. The finest size of soil particle is

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24. In a flow net, which of the following statements is true?

25 / 30

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

26 / 30

26. Peat is composed of

27 / 30

27. The shear strength of a soil is proportional

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28. The passive earth pressure of a soil can be defined as lateral pressure exerted by the soil when the retaining wall tends to

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

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30. The bearing capacity of soil depends upon:

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