logo

CuriousTab

CuriousTab

Discussion

Home ‣ Civil Engineering ‣ Soil Mechanics and Foundation Engineering Comments
  • Question

  • If e0, e, ?', ?0' have their usual meanings, the coefficient of compressibility (ac), is given by


  • Options
  • A. If e0, e, ?', ?0' have their usual meanings, the coefficient of compressibility (ac), is given by
  • B. If e0, e, ?', ?0' have their usual meanings, the coefficient of compressibility (ac), is given by
  • C. If e0, e, ?', ?0' have their usual meanings, the coefficient of compressibility (ac), is given by
  • D. If e0, e, ?', ?0' have their usual meanings, the coefficient of compressibility (ac), is given by

  • Correct Answer
  •  

    • Soil Mechanics and Foundation Engineering problems

    Search Results

    • 1. The consistency index of a soil is defined as the ratio of

    • Options
    • A. liquid limit plus the natural water content to the plasticity index of the soil
    • B. liquid limit minus the natural water content to the plasticity index of the soil
    • C. natural water content of a soil minus plastic limit to the plasticity index of the soil
    • D. natural water content of a soil plus its plastic limit to the plasticity index of the soil.
      • Discuss
    • 2. 'Drift' is the material picked up, mixed, disintegrated, transported and redeposited by

    • Options
    • A. wind
    • B. gravitational force
    • C. glaciated water
    • D. all the above.
      • Discuss
    • 3. The coefficient ka of the active earth pressure, is given by

    • Options
    • A.
    • B.
    • C.
    • D.
      • Discuss
    • 4. If Cv is the coefficient of consolidation, t is the time and d is drainage path of one dimensional consolidation of soil, the time factor Tv, is given by

    • Options
    • A.
    • B.
    • C.
    • D.
      • Discuss
    • 5. The triaxial apparatus is usually used for

    • Options
    • A. unconsolidated-undrained test
    • B. consolidated-undrained test
    • C. drained test
    • D. all the above tests.
      • Discuss
    • 6. If the coefficient of the active pressure Ka is 1/3, the coefficient of passive pressure Kp, is

    • Options
    • A. 1/3
    • B. 2/3
    • C. 1
    • D. 3/2
    • E. 3
      • Discuss
    • 7. The total active earth pressure due to dry back fill with no surcharge, acts at H/3 above the base of the wall and is directly proportional to

    • Options
    • A. H
    • B.
    • C. H2
    • D. H3.
      • Discuss
    • 8. The method of the slices is applicable to

    • Options
    • A. homogenous soils
    • B. stratified soils
    • C. saturated soils
    • D. non-uniform slopes
    • E. all the above.
      • Discuss
    • 9. The expression ?? is used for

    • Options
    • A. dry density
    • B. bulk density
    • C. degree of saturation
    • D. optimum water content.
      • Discuss
    • 10. The ratio of the undrained strength in the undrained state to the undrained strength, at the same water content, in the remoulded state, is called the sensivity of the clay. Its value for quick clays is

    • Options
    • A. 4
    • B. 8
    • C. 12
    • D. 16
    • E. 20
      • Discuss

    Comments

    There are no comments.
Enter a new Comment




Aptitude

Engineering

Programming

Reasoning

Links

Copyright ©CuriousTab. All rights reserved.