In engineering, soil is defined as

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Question:
In engineering, soil is defined as

1.natural aggregates of mineral grains loose or moderately cohesive, inorganic or organic in nature

2.the top surface of the earth which is good for growth of plant

3.a disintegrated rock

4.All of the above

Posted Date:-2022-09-27 10:30:27

More MCQS Questions and answers

  1. A fully saturated soil is said to be
  2. A pycnometer is used to determines
  3. A soil is said to be of medium size, if the uniformity coefficient is
  4. A soil is said to be well graded if coefficient of curvature lies between
  5. Aeoline deposit is a soil transport by
  6. Alluvial deposits is the soil transported by
  7. By compaction void ratio of uniform sized spherical particles can be reduced upto
  8. Coarse grained soils are best compacted by a
  9. Cohesive soils are
  10. Coulomb's earth pressure theory gives the same value as Rankine's theory when
  11. Darcy's law is based on the assumption that
  12. Density of soil in SI units is expressed as
  13. Difference between liquid limit and plastic limit is known as
  14. During electrical stabilization of soil
  15. Hydrometers are normally calibrated at
  16. In a plate load test minimum size of plate to be used is
  17. In engineering, soil is defined as
  18. In the densest state void ratio of soil can be low as
  19. In the process of lime stabilization of clay
  20. Lime stabilization is very effective in treating
  21. Limitation of Stoke's law
  22. Mechanical stabilization of soil is done with the help of
  23. Particle size of sand is between
  24. Plastic limit is defined as
  25. Plastic limit of a soil is defined as
  26. Quick sand is
  27. Quick sand is a
  28. Residual soils are formed by
  29. Rise of water table above the ground surface causes
  30. Shrinkage limit is defined as
  31. Size of gravel is between
  32. Specific gravity of a substance is the ratio of its mass in air to the mass of equal volume of water at
  33. Stoke's law is applicable to soil particles of size between
  34. The hydrostatic pressure on the phreatic line within a dam section is
  35. The moisture content of a clayey soil is gradually reduced from a large value. The correct sequence of the occurrence of the limit are
  36. The piping failure in a hydraulic structure can be prevented by
  37. The powdered rock which includes all kinds of disintegrated rock is known as
  38. The property of soil which permits the seepage of water is known as
  39. The ratio of voids to total volume of soil mass is called
  40. The ratio of volume of voids to the total volume of soil mass is called
  41. The soil often found in areas of poor drainage with high evaporation is
  42. The soil particles coarser than _____ can be examined by means of hand lense
  43. The soil particles of size below _____ are considered fine grained.
  44. The term soil Mechanics was coined by
  45. The value of factor of safety adopted in foundation design is
  46. To remove organic matter from the soil sample to be used in sedimentation analysis, it is mixed with hydrogen peroxide at
  47. Ultimate bearing capacity of soil is the
  48. Void ratio is the ratio of volume of voids to
  49. Water content can be
  50. When a soil sample is subjected to purely hydrostatic pressure s the Mohr's circle is
  51. Which of the following is highly permeable?
  52. Which of the following types of soil is transported by gravitational forces?
  53. Which one of the following is not a correct statement about alluvial soil?
  54. Which one of the following is not a factor influencing coefficient permeability.
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