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Soil Mechanics and Foundation Engineering problems


  • 1. A soil has bulk density 2.30 g/cm3 and water content 15 per cent, the dry density of the sample, is

  • Options
  • A. 1.0 g/cm2
  • B. 1.5 g/cm3
  • C. 2.0 g/cm3
  • D. 2.5 g/cm3
  • Discuss
  • 2. A coarse-grained soil has a voids ratio 0.75, and specific gravity as 2.75. The critical gradient at which quick sand condition occurs, is

  • Options
  • A. 0.25
  • B. 0.50
  • C. 0.75
  • D. 1.00
  • Discuss
  • 3. Rankine's theory of active earth pressure assumes

  • Options
  • A. soil mass is homogeneous, dry and cohesionless
  • B. ground surface is a plane which may be horizontal or inclined
  • C. back of the wall is vertical and smooth
  • D. wall yields about the base
  • E. all the above.
  • Discuss
  • 4. Back fill with a sloping surface exerts a total active pressure Pa on the wall of height H and acts at

  • Options
  • A. H/4 above the base parallel to base
  • B. H/2 above the base parallel to base
  • C. H/3 above the base parallel to base
  • D. H/5 above the base parallel to base.
  • Discuss
  • 5. A compacted soil sample using 10% moisture content has a weight of 200 g and mass unit weight of 2.0 g/cm3. If the specific gravity of soil particles and water are 2.7 and 1.0, the degree of saturation of the soil is

  • Options
  • A. 11.1%
  • B. 55.6%
  • C. 69.6%
  • D. none of these.
  • Discuss
  • 6. Under-reamed piles are generally

  • Options
  • A. driven piles
  • B. bored piles
  • C. precast piles
  • D. all the above.
  • Discuss
  • 7. Pick up the correct statement from the following:

  • Options
  • A. When water table is above the base of a footing, the dry weight m should be used for soil below water table
  • B. When water table is located somewhat below the base of a footing, the elastic wedge is partly of moist soil and partly of submerged soil, and a suitable reduction factor is used
  • C. When water table is just at the base of the footing, no reduction factor is used
  • D. None of these.
  • Discuss
  • 8. Minimum depth of a footing carrying a heavy load, is calculated by the formula

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 9. The ratio of the weight of given volume of soil solids to the weight of an equal volume of distilled water at the given temperature, is known

  • Options
  • A. porosity
  • B. specific gravity
  • C. void ratio
  • D. water content.
  • Discuss
  • 10. The coefficient of curvature is defined

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss

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