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Home Civil Engineering Soil Mechanics and Foundation Engineering See What Others Are Saying!
  • Question
  • Over-consolidation of soils is caused due to


  • Options
  • A. erosion of over burden
  • B. melting of ice sheets after glaciation
  • C. permanent rise of water table
  • D. all the above.

  • Correct Answer
  • all the above. 


  • More questions

    • 1. If the normal stresses due to longitudinal and transverse loads on a bar are ?1 and ?2 respectively, the tangential component of the stress on an inclined plane through ?°, the longitudinal load is

    • Options
    • A. ?1 sin ? + ?2 cos ?
    • B. ?1 sin ?2 + ?2 cos2 ?
    • C.
    • D.
    • Discuss
    • 2. The slotted template method

    • Options
    • A. is prepared, by graphical method
    • B. is suitable for large areas with less control
    • C. is rapid and accurate
    • D. may be done on any scale
    • E. all the above.
    • Discuss
    • 3. It is proposed to widen and strengthen an existing 2-lane NH section as a divided highway. The existing traffic in one direction is 2500 commercial vehicles (CV) per day. The construction will take 1 year. The design CBR of soil subgrade is found to be 5 percent, Given: traffic growth rate for CV = 8 percent, vehicle damage factor = 3.5 (standard axles per CV), design life = 10 years and traffic distribution factor = 0.75. The cumulative standard axles (msa) computed are

    • Options
    • A. 35
    • B. 37
    • C. 65
    • D. 70
    • Discuss
    • 4. In a simply supported beam (l + 2a) with equal overhangs (a) and carrying a uniformly distributed load over its entire length, B.M. at the middle point of the beam will be zero if

    • Options
    • A. l = 2a
    • B. l = 4a
    • C. l < 2a
    • D. l > a
    • E. l > 3a.
    • Discuss
    • 5. The principal stresses at a point are 100, 100 and-200 kgf/cm2, the octo hedral shear stress at the point is :

    • Options
    • A. 100 2 kg/cm2
    • B. 200 2 kg/cm2
    • C. 300 2 kg/cm2
    • D. 400 2 kg/cm2
    • E. 500 2 kg/cm2.
    • Discuss
    • 6. If W is weight of a retaining wall and P is the horizontal earth pressure, the factor of safety against sliding, is

    • Options
    • A. 1.0
    • B. 1.25
    • C. 1.5
    • D. 2.0
    • E. 2.5
    • Discuss
    • 7. According to Robert E. Horton, the equation of infiltration capacity curve, is (where letters carry their usual meanings)

    • Options
    • A. f = fc (fo - fc) ekt
    • B. f = ft - (fo - fc) e-kt
    • C. f = ft + (fo - fc) e-kt
    • D. f = f + (fo - fc) ekt
    • Discuss
    • 8. For a number of columns constructed in a rcjw, the type of foundation provided, is

    • Options
    • A. footing
    • B. raft
    • C. strap
    • D. strip
    • E. a combination of the above.
    • Discuss
    • 9. Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. none of these.
    • Discuss
    • 10. M.I. of a thin ring (external diameter D, internal diameter d) about an axis perpendicular to the plane of the ring, is

    • Options
    • A. (D4 + d4)
    • B. (D4 - d4)
    • C. (D4 + d4)
    • D. (D4 x d4).
    • Discuss


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