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. Over-consolidated soils caused due to:

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2. *Coefficient of earth pressure at rest is:

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3. Base failure refers to a failure surface that:

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4. The triaxial apparatus is usually used for

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5. If the soil stays at a place above the parent rock where it is produced, then it is called

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6. Shearing strength of cohesionless soil depends upon

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7. In Rankine's earth pressure theory, the following assumption is made:

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

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9. * The shear resistance between particles is provided by:

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10. The ratio of volume of voids to the total volume of the given soil mass is known as

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11. Physical weathering occurs due to

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12. The angle of internal friction of clay is about

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13. Stability analysis shall be made considering:

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14. The angle of internal friction depends upon

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

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16. Combined footing is generally used when:

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17. Bearing capacity of soil is determined by:

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18. 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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19. Particle size range is measured by

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20. The assumption of Rankine's theory of earth pressure is:

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21. A fully saturated soil is called

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22. The bottom plug in well foundation is used:

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23. The ultimate bearing capacity of frictionless soils is:

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24. Cohesionless soils are formed due to

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25. Pick up the correct sequence of geological cycle for the formation of soil

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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. Talus' is the soil transported by

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28. The ratio of the difference between the void ratio of the soil in its loosest and its natural state and fully dense state is termed as

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29. A soil that is fully consolidated under the existing overburden pressure is known as

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30. For a well-graded soil, the coefficient of curvature will be between

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