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. Base failure refers to a failure surface that:

2 / 30

2. Hydrometer readings are corrected for

3 / 30

3. Clays containing organic matter are made suitable for stabilization by first adding a small percentage of

4 / 30

4. * A 'shear stress' is a stress which is applied.......to a face of material.

5 / 30

5. The direction of seepage is

6 / 30

6. The factor of safety of embankments shall be:

7 / 30

7. Passive earth pressure is defined as

8 / 30

8. The shape & structure of an isobar is like a/an

9 / 30

9. Cohesionless soils are formed due to

10 / 30

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

11 / 30

11. The water content of soils can be accurately determined by

12 / 30

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

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13. The seepage force in the soil is

14 / 30

14. The position of the backfill lies above a horizontal plane at the elevation of the top of the structure is known as:

15 / 30

15. The bottom plug in well foundation is used:

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16. A soil sample contains a degree of saturation of 30%, find the percentage of air voids

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17. If you are asked to classify soils into 3 categories, which of the following categorizations would you prefer?

18 / 30

18. If in a partially saturated soil, the degree of saturation is 40%, then the air content of the soil is

19 / 30

19. The angle between the directions of the failure and the major principal plane is equal to:

20 / 30

20. The difference between total pressure and pore water pressure is known as

21 / 30

21. An agent responsible for the transportation of soil is

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22. The types of soil, which contain particles of almost the same size

23 / 30

23. The specific gravity of sandy soils/gravel is

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24. A foundation may be classified as shallow if:

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25. Moisture content for the optimum moisture content of silt is

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26. 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

27 / 30

27. Electrical analogy method is used to

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28. The soil transported by wind and deposited is called:

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29. The angle between the maximum shear stress plane and the horizontal plane is equal to

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30. In soil if the water content is equal to the liquid limit, its relative consistency is

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