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. Sheet piles are held in position by:

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2. According to Terzaghi's theory, the ultimate B.C., at ground surface for a purely cohesive soil and for a smooth base of a strip footing is:

3 / 30

3. Consolidation is a process involving

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4. The pressure-void ratio curve will be

5 / 30

5. Which method is quickest to find the water content of soils?

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6. The ultimate B.C. of a soil can be defined as:

7 / 30

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

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8. A foundation may be classified as a strip foundation if:

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9. 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:

10 / 30

10. Permeability of soil varies,

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11. The quantity of water seeping through a soil is

12 / 30

12. Silts have the following property

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13. On wetting, cohesive soils

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14. Negative skin friction is to be considered when:

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15. The angle between the horizontal and the slope of a heap produced by pouring clean dry sand from a small height is known as:

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16. Berms are used to:

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17. Honeycombed structure is found in

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18. The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated

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19. The functional equation for specific gravity (G), water content (w), void ratio (e), and degree of saturation (Sr) is

20 / 30

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

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21. Well foundation in sandy soils derive their bearing capacity from:

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22. The angle of repose of soil is defined as the angle that an inclined plane makes with the horizontal when a body placed on it just sliding is:

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23. Distribution of earth pressure with depth is:

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24. Cohesionless soils are formed due to

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25. Electrical analogy method is used to

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26. Soils are basically

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27. The seepage force in the soil is

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

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29. The triaxial apparatus is usually used for

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

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