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. Pick up the correct sequence of geological cycle for the formation of soil

2 / 30

2. In Rankine's earth pressure theory, the following assumption is made:

3 / 30

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

4 / 30

4. Moisture content for the optimum moisture content of silt is

5 / 30

5. 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

6 / 30

6. The shear strength of cohesive soil is equal to

7 / 30

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

8 / 30

8. Overconsolidation may be due to

9 / 30

9. Negative skin friction:

10 / 30

10. 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:

11 / 30

11. The critical exit gradient of the seepage of water in a soil is

12 / 30

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

13 / 30

13. The ratio of the unit weight of soil solids to that of water is called:

14 / 30

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

15 / 30

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

16 / 30

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

17 / 30

17. If the coefficient of permeability of a soil is 0.08 cm/sec, that soil will be

18 / 30

18. Consolidation theory was enunciated by

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19. A phreatic line is defined as the line within a dam section below which there are

20 / 30

20. A foundation may be classified as deep if:

21 / 30

21. Permeability of soil varies,

22 / 30

22. The angle between the directions of the failure and the major principal plane is equal to:

23 / 30

23. A decrease in water content results in a reduction of the volume of a soil in

24 / 30

24. The most suitable method for increasing the bearing capacity of black cotton soil is:

25 / 30

25. Terzaghi's theory of one-dimensional consolidation assumes:

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26. 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

27 / 30

27. The soil sample contains a volume of void 0.2 and a volume of soil solid is 0.30 then find the void ratio & porosity of soil

28 / 30

28. *Earth pressure acting at a height of ..... in case of inclined surcharge is:

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29. The bearing capacity of soil depends on:

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30. Bearing capacity of soil is determined by:

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