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 lateral earth pressure of the soil moves towards the retaining wall indicates

2 / 30

2. Overconsolidation may be due to

3 / 30

3. The shear strength of a soil is

4 / 30

4. The top flow line in the case of seepage flow through an earthen dam has the shape of

5 / 30

5. Hydrometer readings are corrected for

6 / 30

6. For normally consolidated clay deposits, the stability analysis of slope by the following method is appropriate:

7 / 30

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

8 / 30

8. The behavior of silt is normally governed by

9 / 30

9. The ratio of settlement at any time t, to the final settlement is called

10 / 30

10. If the shearing stress is zero on two planes, then the angle between the two planes is

11 / 30

11. Core-cutter method is used for

12 / 30

12. 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

13 / 30

13. In soil if the water content is equal to the liquid limit, its relative consistency is

14 / 30

14. The angle between the maximum shear stress plane and the horizontal plane is equal to

15 / 30

15. The process of improving the engineering properties of the soil and thus making it more stable is known as

16 / 30

16. Honeycombed structure is found in

17 / 30

17. The seepage force in the soil is

18 / 30

18. Compaction of soil is aimed at

19 / 30

19. The compression resulting from long-term static load and resulting expulsion of water is known as

20 / 30

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

21 / 30

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

22 / 30

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

23 / 30

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

24 / 30

24. The direction of seepage is

25 / 30

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

26 / 30

26. The ratio of plasticity index to flow index is called

27 / 30

27. Consolidation test of a soil sample is carried out to determine:

28 / 30

28. Westergaard's theory is more appropriate for

29 / 30

29. Rise of water table in cohesionless soils up to the ground surface reduces the net ultimate bearing capacity approximately by:

30 / 30

30. The shear strength of cohesive soil is equal to

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