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. Electrical analogy method is used to

2 / 30

2. Stability of slopes can be increased by:

3 / 30

3. Which of the following statements is true?

4 / 30

4. Uniformity coefficient of a soil is:

5 / 30

5. 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

6 / 30

6. The behavior of silt is normally governed by

7 / 30

7. Core-cutter method is used for

8 / 30

8. As sheet pile walls are embedded in soil, for the design of:

9 / 30

9. Square root of times fitting method is used for calculating

10 / 30

10. If the coefficient of passive earth pressure k is 1/3 then the coefficient of active earth pressure is:

11 / 30

11. Wedge shape failure is assumed by:

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12. Sheet piles are held in position by:

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13. Hydrometer readings are corrected for

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

15 / 30

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

16 / 30

16. The most effective method for compacting sand is by using

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17. Negative skin friction is to be considered when:

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18. If the resultant force at the bottom of the retaining wall lies outside the middle third, the failure will be due to:

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19. According to Terzaghi's theory, the ultimate B.C., at ground surface for a purely cohesive soil and for a smooth base of a strip footing is:

20 / 30

20. Pile foundations are normally used in:

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21. The bearing capacity factors (N_c, N_q,) and (N_r) are functions of:

22 / 30

22. 'Drift' is the material picked up, mixed, disintegrated, transported, and repositioned by

23 / 30

23. The rate of consolidation

24 / 30

24. Inorganic soils with low plasticity are denoted by

25 / 30

25. An agent responsible for the transportation of soil is

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26. The angle between the horizontal and the slope of a heap produced by pouring clean dry sand from a small height is known as:

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27. The rise of the water table below the foundation influences the bearing capacity of soil mainly by reducing:

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

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29. 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:

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30. The admixture used in soil stabilization is

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