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. Allowable bearing pressure for a foundation depends on:

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2. The ratio of volume of air voids to the total volume of the given soil mass is known as

3 / 30

3. Cohesive soils are generally/normally

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4. Bearing capacity of soil is determined by:

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5. Standard Proctor test is used for determining

6 / 30

6. A clay deposit subjected to pressure in the past which is more than the present overburden pressure is known as

7 / 30

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

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8. Stability of slopes can be increased by:

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9. The dry density of soil can be defined as

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

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11. The minimum number of piles needed to support a wall is:

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12. The change of moisture content of soils changes

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13. The ultimate bearing capacity of frictionless soils is:

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14. Quick sand is a

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15. Generally, soils are considered as

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16. Angle of internal friction of silty sand

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17. Which of the following is not the purpose of a foundation?

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18. The pressure-void ratio curve will be

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

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20. If in a partially saturated soil, the degree of saturation is 40%, then the air content of the soil is

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21. The bottom plug in well foundation is used:

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22. Specific gravity of soil is

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

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24. 'Loess' is silty clay formed by the action of

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

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26. Peat is composed of

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27. The seepage force in the soil is

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28. * A 'shear stress' is a stress which is applied.......to a face of material.

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29. The relationship between void ratio (e) and porosity ratio (n) is

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30. The internal molecular attraction of a soil is known as cohesion:

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