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

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3. Contribution due to skin friction is maximum in:

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4. For testing a saturated clay for shear strength, the test recommended is

5 / 30

5. Bearing capacity of soils depends on:

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

7 / 30

7. Falling head permeability test is preferable when the soil sample is

8 / 30

8. The pressure-void ratio curve will be

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9. The ratio of settlement at any time t, to the final settlement is called

10 / 30

10. Raft foundation is a type of:

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11. To what category do the gravel and sand belong?

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12. The percentage of the porosity of loose sand is in the range of

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13. The degree of saturation in soils can be defined as the ratio of

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14. Sheet piles are held in position by:

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15. Soil transported by water and deposited at the bottom of the lake is known as

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16. A foundation may be classified as shallow if:

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17. Talus' is the soil transported by

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18. Negative skin friction is to be considered when:

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19. The maximum water content at which a reduction in water content does not cause a decrease in the volume of the soil mass is known as

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

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21. Specific gravity of solid particles is determined in a laboratory with:

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

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23. In hydrometer analysis, the principle used

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24. The angle of internal friction depends upon

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25. The top flow line in the case of seepage flow through an earthen dam has the shape of

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

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27. * Angle of internal friction is minimum for:

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28. Which sequence is correct regarding different coefficients of friction in increasing order?

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29. In cohesive soils, the depth of the vertical cut up to which no lateral support is required is given by:

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30. Consolidation theory was enunciated by

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