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

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2. The minimum depth of the building foundation in:

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3. Soil which contains particles of different sizes in good proportion is called

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

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5. Degree of saturation of a soil is generally

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

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

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8. 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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9. The shear strength of a soil is

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10. The water content of soils can be accurately determined by

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11. The ratio of weight of water to the weight of solids in a given mass of soil is known as

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12. As moisture content of soil increases, cohesion of soil

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13. Which of the following soils has the largest permeability?

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14. The seepage flow through a porous medium is generally

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15. Cement stabilizer is suitable for

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

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17. The percentage of the porosity of loose sand is in the range of

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18. The maximum size of a clay particle is

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19. Hydrometer readings are corrected for

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20. The factor of safety of embankments shall be:

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21. Bearing capacity of soil is determined by:

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

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23. Three-phase system is concerned with

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24. Soil having more cohesion than sand

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25. The relation between dry density (ρd), bulk density (ρ), and water content (w) is

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26. The triaxial apparatus is usually used for

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27. The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated

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

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

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30. Cohesion is defined as:

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