Soil Mechanics Online Test - Paper 2 » Advanced Assessment
GK Aim: A Treasure of MCQs

Soil Mechanics Online Test – Paper 2

0%
Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get fresh, new questions in each attempt.

  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
  • Do not refresh the page!
  • 👍 All the best!

1 / 30

1. The critical exit gradient of the seepage of water in soils is

2 / 30

2. Bearing capacity of soil primarily depends upon:

3 / 30

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

4 / 30

4. Consolidation is a process involving

5 / 30

5. The factor of safety of slopes is defined as:

6 / 30

6. The coefficient of earth pressure for loose sand having an angle of internal friction of 30° is:

7 / 30

7. Allowable bearing pressure for a foundation depends on:

8 / 30

8. Hydrometer readings are corrected for

9 / 30

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

10 / 30

10. The rate of consolidation

11 / 30

11. A vertical wall is subjected to a liquid pressure on its one side, the total pressure on the wall acts at a distance of:

12 / 30

12. The saturated density of soil can be expressed as

13 / 30

13. When a static load is applied, the consolidation is fast in the case of

14 / 30

14. Sheet pile walls are used as:

15 / 30

15. Overconsolidation may be due to

16 / 30

16. Saturated soil is concerned with

17 / 30

17. * For a properly designed footing, the bearing stress must be less than the bearing capacity, which is the bearing stress that causes a ......... failure within the foundation soil.

18 / 30

18. Soils are basically

19 / 30

19. Silts have the following property

20 / 30

20. Water content is defined as the ratio of

21 / 30

21. The ultimate B.C. of a soil can be defined as:

22 / 30

22. The direction of seepage is

23 / 30

23. The law which states that the velocity of flow through a porous medium is directly proportional to the hydraulic gradient is

24 / 30

24. A foundation may be classified as a strip foundation if:

25 / 30

25. Compaction of soil is aimed at

26 / 30

26. The percentage voids (n) has a value

27 / 30

27. On wetting, cohesive soils

28 / 30

28. The failure plane

29 / 30

29. The structure that derives its stability due to self-weight is:

30 / 30

30. Theoretically, the void ratio in soils can have the following values

Please provide accurate information so we can send your Achievement Certificate by mail.

Your score is

Share your achievement!

LinkedIn Facebook Twitter
0%

Please provide your feedback.

Thank you for your valuable feedback.

Subscribe
Notify of
guest
0 Comments
Inline Feedbacks
View all comments
Scroll to Top