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. Soils are basically

2 / 30

2. The critical exit gradient may occur when

3 / 30

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

4 / 30

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

5 / 30

5. The active earth pressure of a soil can be defined as lateral pressure exerted by the soil when

6 / 30

6. The value of net allowable bearing pressure is:

7 / 30

7. Active earth pressure is

8 / 30

8. Water content is defined as the ratio of

9 / 30

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

10 / 30

10. Specific gravity of soil is

11 / 30

11. Saturated soil is concerned with

12 / 30

12. Soil having more cohesion than sand

13 / 30

13. A foundation may be classified as shallow if:

14 / 30

14. The specific gravity of sandy soils/gravel is

15 / 30

15. The wall constructed to resist horizontal pressure is:

16 / 30

16. Overturning moment due to the pressure of the soil is 10 KN-m while the resisting moment is 5 KN-m. Find the factor of safety:

17 / 30

17. The maximum pressure which a soil can carry without shear failure is called:

18 / 30

18. If the volume of voids is equal to the volume of solids in a soil, then the values of porosity and voids ratio respectively are

19 / 30

19. The change of moisture content of soils changes

20 / 30

20. The maximum differential settlement in the case of a foundation on clayey soils is:

21 / 30

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

22 / 30

22. The assumption of Coulomb's theory is:

23 / 30

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

24 / 30

24. Which method is quickest to find the water content of soils?

25 / 30

25. Generally, soils are considered as

26 / 30

26. The difference of the range of water between liquid limit and plastic limit is called

27 / 30

27. The length/diameter ratio of cylindrical specimens used in a triaxial test is generally

28 / 30

28. Cohesionless soil is

29 / 30

29. The types of soil, which contain particles of almost the same size

30 / 30

30. Specific gravity of solid particles is determined in a laboratory with:

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