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 u/s face of an earthen dam is

2 / 30

2. The seepage force is proportional to

3 / 30

3. The effective stress in a soil is equal to

4 / 30

4. As moisture content of soil increases, cohesion of soil

5 / 30

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

6 / 30

6. Soil having more cohesion than sand

7 / 30

7. Inorganic soils with low plasticity are denoted by

8 / 30

8. Chemical weathering occurs because of

9 / 30

9. * When water content in a soil is reduced beyond the shrinkage limit, the soil will be:

10 / 30

10. The wall constructed to resist horizontal pressure is:

11 / 30

11. The triaxial apparatus is usually used for

12 / 30

12. Specific gravity of soil is

13 / 30

13. The behavior of silt is normally governed by

14 / 30

14. Consolidation theory was enunciated by

15 / 30

15. Terzaghi's theory of one-dimensional consolidation assumes:

16 / 30

16. An agent responsible for the transportation of soil is

17 / 30

17. Flow path/flow channel is

18 / 30

18. Which of the following soils has the largest permeability?

19 / 30

19. The relation between dry density (ρd), bulk density (ρ), and water content (w) is

20 / 30

20. Consolidation is a process involving

21 / 30

21. Black cotton soil is not suitable for foundations because of its:

22 / 30

22. The well foundation is normally used under:

23 / 30

23. Flow lines and equipotential lines are

24 / 30

24. Moisture content of saturated soil equals:

25 / 30

25. Particle size range is measured by

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

27 / 30

27. The bearing capacity of a weak soil may be improved by:

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28. The soil sample contains a volume of void 0.2 and a volume of soil solid is 0.30 then find the void ratio & porosity of soil

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29. Most of the shear tests are done in equipment which is:

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30. Negative skin friction is to be considered when:

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