logo

CuriousTab

CuriousTab

Soil Mechanics and Foundation Engineering problems


  • 1. In a liquid limit test, the moisture content at 10 blows was 70% and that at 100 blows was 20%. The liquid limit of the soil, is

  • Options
  • A. 35%
  • B. 50%
  • C. 65%
  • D. none of these.
  • Discuss
  • 2. Pick up the correct statement from the following:

  • Options
  • A. Failure plane carries maximum shear stress
  • B. Failure plane does not carry maximum shear stress
  • C. Failure plane carries shear stress equal to maximum shear stress
  • D. None of these.
  • Discuss
  • 3. Geologic cycle for the formation of soil, is

  • Options
  • A. Upheavel ? transportation ? deposition ? weathering
  • B. Weathering ? upheaval ? transportation ? deposition
  • C. Transportation ? upheaval ? weathering ? deposition
  • D. Weathering ? transportation ? deposition ? upheaval
  • E. None of these.
  • Discuss
  • 4. The liquid limit and plastic limit exist in

  • Options
  • A. sandy soils
  • B. silty soils
  • C. gravel soils
  • D. clay soils.
  • Discuss
  • 5. The ultimate Settlement of a soil is directly proportional to:

  • Options
  • A. depth of the compressible soil strata
  • B. compressive index
  • C. void ratio
  • D. both (a) and (b)
  • E. none of these.
  • Discuss
  • 6. The clay soil mainly consists of

  • Options
  • A. Kaolinites .
  • B. Montomorillonite
  • C. Illites
  • D. Vermiculite
  • E. All the above.
  • Discuss
  • 7. When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as

  • Options
  • A. quick test
  • B. drained test
  • C. consolidated undrained test
  • D. none of these.
  • Discuss
  • 8. The quantity of seepage of water through soils is proportional to

  • Options
  • A. coefficient of permeability of soil
  • B. total head loss through the soil
  • C. neither (a) nor (b)
  • D. both (a) and (b).
  • Discuss
  • 9. The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known

  • Options
  • A. liquid limit
  • B. plastic limit
  • C. shrinkage limit
  • D. permeability limit.
  • Discuss
  • 10. If S, L and R are the arc length, long chord and radius of the sliding circle then the perpendicular distance of the line of the resultant cohesive force, is given by

  • Options
  • A.
  • B.
  • C.
  • D. none of these.
  • Discuss

First 4 5 6 ... 16 .. 26 27 Last