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. For the same soil, an increase in compaction effort

2 / 30

2. Specific gravity of solid particles is determined in a laboratory with:

3 / 30

3. The critical height in the stability of the soil is the:

4 / 30

4. A soil sample has the following characteristics: S-50%, G-2.6, W-30%, find the void ratio, e

5 / 30

5. Degree of saturation of a soil is generally

6 / 30

6. The minimum number of piles needed to support a wall is:

7 / 30

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

8 / 30

8. The degree of saturation, Sr, of soil in percentage has a value

9 / 30

9. The difference between the undisturbed shear strength and remoulded shear strength is known as

10 / 30

10. Moisture content of saturated soil equals:

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11. For normally consolidated clay deposits, the stability analysis of slope by the following method is appropriate:

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12. Compared to dry backfill, submerged backfill will exert:

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13. Consolidation test of a soil sample is carried out to determine:

14 / 30

14. The assumption of Coulomb's theory is:

15 / 30

15. Shear strength of a soil is a unique function of

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

17 / 30

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

18 / 30

18. The bearing capacity factors (N_c, N_q,) and (N_r) are functions of:

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19. The saturated density of soil can be expressed as

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20. The position of the backfill lies above a horizontal plane at the elevation of the top of the structure is known as:

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21. The factor of safety of slopes is defined as:

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22. The relation between dry density (ρd), bulk density (ρ), and water content (w) is

23 / 30

23. The specific gravity of sandy soils/gravel is

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24. The internal molecular attraction of a soil is known as cohesion:

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25. 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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26. The u/s face of an earthen dam is

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27. The wall constructed to resist horizontal pressure is:

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

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

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

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