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. Cohesion is defined as:

2 / 30

2. If the sand in situ is in the densest state, then its relative density is

3 / 30

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

4 / 30

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

5 / 30

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

6 / 30

6. The well in well foundation:

7 / 30

7. Terzaghi's analysis assumes:

8 / 30

8. Compaction is done to remove... from the soil.

9 / 30

9. The density of soil can be increased by

10 / 30

10. The strength of a soil is generally identified by

11 / 30

11. Toe failure is most likely in the case of:

12 / 30

12. The difference between the undisturbed shear strength and remoulded shear strength is known as

13 / 30

13. Bearing capacity of soils depends on:

14 / 30

14. The admixture used in soil stabilization is

15 / 30

15. A pycnometer is used to determine

16 / 30

16. If a solid suffers a change in volume by the application of external loads but recovers its volume immediately after the load is removed, such a soil is termed as:

17 / 30

17. The lateral earth pressure of the soil moves towards the retaining wall indicates

18 / 30

18. A fully saturated soil is called

19 / 30

19. The passive earth pressure of a soil can be defined as lateral pressure exerted by the soil when the retaining wall tends to

20 / 30

20. A foundation may be classified as continuous foundation if:

21 / 30

21. In an earthen dam, the phreatic line is

22 / 30

22. The minimum net pressure intensity causing shear failure of the soil is called:

23 / 30

23. The bulk density of soil can be defined as

24 / 30

24. 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:

25 / 30

25. Compared to dry backfill, submerged backfill will exert:

26 / 30

26. The tendency of dense sand to expand on the application of shearing load is known as

27 / 30

27. If s is the focal length of Kozeny's parabola and k is the coefficient of permeability, the seepage flow rate per unit length of the dam is given as

28 / 30

28. The triaxial apparatus is usually used for

29 / 30

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

30 / 30

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

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