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Soil Mechanics and Foundation Engineering problems


  • 1. The effective size of particles of soil is denoted by

  • Options
  • A. D10
  • B. D20
  • C. D30
  • D. D60
  • Discuss
  • 2. The coefficient of compressibility of soil, is the ratio of

  • Options
  • A. stress to strain
  • B. strain to stress
  • C. stress to settlement
  • D. rate of loading to that of settlement.
  • Discuss
  • 3. If the failure of a finite slope occurs through the toe, it is known as

  • Options
  • A. slope failure
  • B. face failure
  • C. base failure
  • D. toe failure.
  • Discuss
  • 4. The fluid generally used for grouting is

  • Options
  • A. cement and water mix
  • B. clay suspension
  • C. sodium silicate
  • D. bitumen emulsion
  • E. all the above.
  • Discuss
  • 5. The water content of soil is defined as the ratio of

  • Options
  • A. volume of water to volume of given soil
  • B. volume of water to volume of voids in soil
  • C. weight of water to weight of air in voids
  • D. weight of water to weight of solids of given mass of soil.
  • Discuss
  • 6. Pick up the clay soil group which does not swell when wet from the following :

  • Options
  • A. Kaolinite group
  • B. Mite group
  • C. Vermiculite group
  • D. Montrorillonite group.
  • Discuss
  • 7. If Nf, Nd and H are total number flow channels, total number of potential drops and total hydraulic head differences respectively, the discharge q through the complete flow is given by (where K is a constant)

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 8. Factor of safety against sliding of a slope, is the ratio of

  • Options
  • A. actual cohesion to that required to maintain stability of slope
  • B. shear strength to shear stress along the surface
  • C. neither (a) nor (b)
  • D. both (a) and (b).
  • Discuss
  • 9. The internal molecular attraction of a soil, the cohesion

  • Options
  • A. decreases as the moisture content increases
  • B. increases as the moisture content decreases
  • C. is more in well compacted clays
  • D. depends upon the external applied load.
  • Discuss
  • 10. The lateral earth pressure on a retaining wall

  • Options
  • A. is equal to mass of the soil retained
  • B. proportional to the depth of the soil
  • C. proportional to the square of the depth of the soil
  • D. proportional to the internal friction of the soil
  • E. none of these.
  • Discuss

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