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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1. The quantity of water seeping through a soil is

2 / 30

2. In an undrained plastic clay, the shear strength is due to

3 / 30

3. Cohesion of soil may

4 / 30

4. Angle of internal friction of silty sand

5 / 30

5. Hygroscopic water can be removed by

6 / 30

6. Plasticity index is obtained as the difference between

7 / 30

7. Angle of Internal friction is minimum for

8 / 30

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

9 / 30

9. * A 'shear stress' is a stress which is applied.......to a face of material.

10 / 30

10. Stability of slopes can be increased by:

11 / 30

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

12 / 30

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

13 / 30

13. Combined footing is generally used when:

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

15 / 30

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

16 / 30

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

17 / 30

17. Compaction is done to remove... from the soil.

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18. Water content is defined as the ratio of

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19. If the failure of a finite slope occurs through the toe, it is known as:

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20. The bearing capacity of soil primarily depends on:

21 / 30

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

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22. Which is the correct definition of soil in the geotechnical engineer's point of view?

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23. Honeycombed structure is found in

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

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25. The change of moisture content of soils changes

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

27 / 30

27. A decrease in water content results in a reduction of the volume of a soil in

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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. If the coefficient of permeability of a soil is 0.08 cm/sec, that soil will be

30 / 30

30. The maximum size of a clay particle is

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