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

2 / 30

2. The behavior of silt is normally governed by

3 / 30

3. Terzaghi's analysis assumes:

4 / 30

4. The reduction factor to the bearing capacity of soil due to the water table at a depth equal to half of the width of the footing below the footing is:

5 / 30

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

6 / 30

6. Total lateral earth pressure is proportional to

7 / 30

7. The rate of consolidation

8 / 30

8. The principal stress is maximum on

9 / 30

9. The rise of the water table below the foundation influences the bearing capacity of soil mainly by reducing:

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

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11. Pile foundations are normally used in:

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12. Flow net can be used for the determination of

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13. Negative skin friction:

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

15 / 30

15. Saturated soil is concerned with

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16. Piping in soils is due to

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

18 / 30

18. The dry density of soil can be defined as

19 / 30

19. The maximum pressure which a soil can carry without shear failure is called:

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20. The minimum net pressure intensity causing shear failure of the soil is called:

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21. The quantity of water seeping through a soil is

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

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23. A phreatic line is defined as the line within a dam section below which there are

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24. The process of compaction may involve

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25. The change of moisture content of soils changes

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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. 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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28. The neutral stress in a soil mass is

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29. Allowable bearing pressure for a foundation depends on:

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30. The permissible settlement in the case of an isolated foundation on clayey soils is:

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