Soil Mechanics Online Test - Paper 3 » Smart Challenge
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Soil Mechanics Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. The force exerted by flowing water on the sediment particles to cause their motion is called:

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2. Sheet piles are held in position by:

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3. The density of soil can be increased by

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4. "If Nf, Nd, and H are the total flow channels, the total number of potential drops and total hydraulic head difference, respectively, the discharge, q, through the complete flow is given by

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5. A grillage foundation is used under:

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6. An agent responsible for the transportation of soil is

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7. The behavior of silt is normally governed by

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8. The well in well foundation:

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9. The finest size of soil particle is

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10. Which of the following soils will have the least value of the safe load?

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11. Cement stabilizer is suitable for

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12. As sheet pile walls are embedded in soil, for the design of:

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13. For a well-graded soil, the coefficient of curvature will be between

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14. Wedge shape failure is assumed by:

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15. Stability of slopes can be increased by:

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

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17. The soil transported by wind and deposited is called:

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18. The principal stress is maximum on

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19. Physical weathering occurs due to

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20. The reduction factor to the bearing capacity of soil due to the water table just below the footing is:

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21. The water content at which the soil changes from a liquid state to a plastic state is known as

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

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23. The process of compaction may involve

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24. Pile foundations are normally used in:

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25. In the modified Proctor test, the drop height of the rammer is

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

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27. Number of blows required to penetrate the sampler & cone for a depth of ...&... is known as penetration number

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28. The value of net allowable bearing pressure is:

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29. If the sand in situ is in the densest state, then its relative density is

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30. The shear strength of cohesive soil is equal to

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

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32. The types of compaction suitable in a congested area for cohesive as well as cohesionless soil are

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33. The bearing capacity of soil primarily depends on:

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

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35. The angle of repose of soil is defined as the angle that an inclined plane makes with the horizontal when a body placed on it just sliding is:

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36. Allowable bearing pressure for a foundation depends on:

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

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38. Cohesionless soils are formed due to

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39. The functional equation for specific gravity (G), water content (w), void ratio (e), and degree of saturation (Sr) is

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40. The shear strength of a soil is

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41. Berms are used to:

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42. The seepage force is proportional to

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

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

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45. The difference between plastic limit and shrinkage limit is called

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46. Cohesive soils:

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47. A soil sample contains a degree of saturation of 30%, find the percentage of air voids

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48. Sheet pile walls are used as:

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

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50. To what category do the gravel and sand belong?

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