# Soil Mechanics Online Test – Paper 2

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Created by Vikash chaudhary

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• Total Questions: 30
• Time Allotted: 30 minutes
• Passing Score: 50%
• Randomization: Yes
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1. Cohesionless soil is

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

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3. Over-consolidated soils caused due to:

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4. California Bearing Ratio test is used:

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5. In an earthen dam, the phreatic line is

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6. On wetting, cohesive soils

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7. Particle size range is measured by

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

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9. Theoretically, the void ratio in soils can have the following values

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10. Pile foundations are enormously used in:

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

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12. Terzaghi's theory of one-dimensional consolidation assumes:

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13. The ratio of volume of air void to the volume of voids is known as

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14. Units of the coefficient of permeability

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15. Permeability of soil varies,

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16. The types of compaction suitable in a congested area for cohesive as well as cohesionless soil are

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17. Three phase diagram of soil represents

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18. The wall constructed to resist horizontal pressure is:

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19. The safe B.C. of a soil can be defined as:

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20. 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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21. Consolidation is a process involving

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

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23. Specific gravity of soil is

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24. The specific gravity of sandy soils/gravel is

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

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

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27. The bearing capacity of soil depends upon:

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28. The admixture used in soil stabilization is

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29. If the volume of voids is equal to the volume of solids in a soil, then the values of porosity and voids ratio respectively are

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30. Electrical analogy method is used to

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