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  • Question
  • The angle of internal friction is maximum for


  • Options
  • A. angular-grained loose sand
  • B. angular-grained dense sand
  • C. round-grained dense sand
  • D. round-grained loose sand
  • E. clays.

  • Correct Answer
  • angular-grained dense sand 


  • Soil Mechanics and Foundation Engineering problems


    Search Results


    • 1. The ratio of emax and emin of silty sand, is

    • Options
    • A. 2.0
    • B. 5
    • C. 3.0
    • D. 3.5
    • E. 4.0
    • Discuss
    • 2. Which one of the following statements is true for Mohr-Coulomb envelope?

    • Options
    • A. Coulomb suggests that the relationship between shear strength and normal stress, is adequately represented by the straight line
    • B. The generalised Mohr theory suggests that, though the shear stress depends on the normal stress, the relation is not linear
    • C. Coulomb and Mohr suggest that a definite relationship exists among the principal stress and the angle of internal friction
    • D. For an ideal pure friction material, the straight line passes through the origin.
    • E. All the above.
    • Discuss
    • 3. Pick up the correct statement from the following:

    • Options
    • A. The dry density reduces by addition of water after attaining optimum moisture content
    • B. The line joining the peak of three moisture content graphs obtained by using three compactive energies, is called line of optimus
    • C. Well graded coarse grained soils can be compacted to a very high density as compared to fine grained soils
    • D. All the above. .
    • Discuss
    • 4. Tergazhi's theory of one dimensional consolidation assumes

    • Options
    • A. load is applied in one direction
    • B. coefficient of permeability is constant
    • C. excess pore water drains out only in the vertical direction
    • D. time lag in consolidation is due entirely to permeability
    • E. all the above.
    • Discuss
    • 5. On wetting, cohesive soils,

    • Options
    • A. loose permeability
    • B. gain shear strength
    • C. loose elasticity
    • D. decrease their shear strength.
    • Discuss
    • 6. Soils containing organic matters

    • Options
    • A. are of spongy nature
    • B. swell with decrease of moisture
    • C. shrink with increase of moisture content
    • D. none of these.
    • Discuss
    • 7. The plasticity of fine soils may be assessed by means of

    • Options
    • A. dry strength test
    • B. toughness test
    • C. dilatancy test
    • D. all of these.
    • Discuss
    • 8. If ? is the surcharge angle of a backfill with an angle of internal friction ?, the coefficient of active earth pressure given by Rankine's theory, is :

    • Options
    • A.
    • B.
    • C.
    • D. none of these.
    • Discuss
    • 9. Laplacian fundamental equation for a non-compressible flow in three dimensions, is

    • Options
    • A.
    • B.
    • C.
    • D. none of these.
    • Discuss
    • 10. The slip at critical angle, is generally known

    • Options
    • A. ? 1-line
    • B. rupture plane
    • C. slip plane
    • D. all the above.
    • Discuss


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