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. Toe failure is most likely in the case of:

2 / 30

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

3 / 30

3. Permeability of soil varies,

4 / 30

4. The critical height in the stability of the soil is the:

5 / 30

5. Westergaard's theory is more appropriate for

6 / 30

6. The triaxial apparatus is usually used for

7 / 30

7. The reduction factor to the bearing capacity of soil due to the water table at a depth equal to the width of the footing below the footing is:

8 / 30

8. The types of compaction suitable in a congested area for cohesive as well as cohesionless soil are

9 / 30

9. Berms are used to:

10 / 30

10. If the failure of a finite slope occurs through the toe, it is known as:

11 / 30

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

12 / 30

12. The permissible settlement in the case of an isolated foundation on clayey soils is:

13 / 30

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

14 / 30

14. 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:

15 / 30

15. California Bearing Ratio test is used:

16 / 30

16. Hygroscopic water can be removed by

17 / 30

17. The change of moisture content of soils changes

18 / 30

18. Negative skin friction affects the load carrying capacity of the pile by:

19 / 30

19. In a sand stratum of 1.5m thickness, specific gravity 2.67, and voids ratio 0.67, the head required for the quick condition is equal to

20 / 30

20. Three-phase system is concerned with

21 / 30

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

22 / 30

22. On wetting, cohesive soils

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23. Raft foundation is a type of:

24 / 30

24. Allowable bearing pressure for a foundation depends on:

25 / 30

25. Talus' is the soil transported by

26 / 30

26. The shearing strength of a cohesionless soil depends upon:

27 / 30

27. The bulk density of soil can be defined as

28 / 30

28. The maximum dry density occurs at a particular water content which is known as

29 / 30

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

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30. In the case of retaining walls, surcharge is:

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