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. The admixture used in soil stabilization is

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2. Moisture content of saturated soil equals:

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3. Sheet piles are held in position by:

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4. Flow lines and equipotential lines are

5 / 30

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

6 / 30

6. The well in well foundation:

7 / 30

7. In an undrained plastic clay, the shear strength is due to

8 / 30

8. Hydrometer readings are corrected for

9 / 30

9. Flow net can be used for the determination of

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10. If a solid suffers a change in volume by the application of external loads but recovers its volume immediately after the load is removed, such a soil is termed as:

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11. Stability of slopes can be increased by:

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12. The load-carrying capacity of the pile is............due to skin friction.

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

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14. 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:

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15. The property of the soil which allows water to flow through the soil is known as

16 / 30

16. The ratio of weight of water to the weight of solids in a given mass of soil is known as

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17. Permeability of soil varies,

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

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

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20. Sheet pile walls are used as:

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21. The tendency of dense sand to expand on the application of shearing load is known as

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22. The bearing capacity of soil primarily depends on:

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23. If the resultant force at the face of the retaining wall is much more than frictional resistances at the bottom, the failure will be due to:

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24. The pressure-void ratio curve will be

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25. Stability analysis shall be made considering:

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26. * For a properly designed footing, the bearing stress must be less than the bearing capacity, which is the bearing stress that causes a ......... failure within the foundation soil.

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27. Terzaghi's analysis assumes:

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28. Berms are used to:

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29. Distribution of earth pressure with depth is:

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30. 'Loess' is silty clay formed by the action of

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