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Civil Engineering :: Soil Mechanics and Foundation Engineering

  1. The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated

  2. A.

    sands

    B.

    clays

    C.

    gravels

    D.

    highly organic soils.


  3. Fundamental relationship between dry density (γd), bulk density (γ) and water content (ω), is :

  4. A.

    Y = \(\frac { Yd } {1+w} \)

    B.

     Yd = \(\frac { Y } { 1+w } \)

    C.

    w = \(\frac { Y } { 1+Yd } \)

    D.

    w = \(\frac { Y } { 1- Yd } \)


  5. The specific gravity of quartz, is

  6. A.
    2.65
    B.

    2.72

    C.

    2.85

    D.

    2.90


  7. If the cohesive force, (c), is 1.5 t/m2, the density (γ) of the soil is 2.0 t/m3, factor of safety (F) is 1.5 and stability factor (Sn) is 0.05, the safe height of the §lope, is

  8. A.

    5 metres

    B.

    8 metres

    C.

    10 metres

    D.
    12 metres

  9. Pick up the correct statement from the following:

  10. A.

    The phenomenon of quicksand generally occurs in the cohesionless soil

    B.

    At critical hydraulic gradient, the saturated sand becomes quick

    C.

    The critical gradient depends on the void ratio and the specific gravity

    D.

    The quick sand occurs more in fine sand and silt than coarse material

    E.

    All the above.


  11. If W1, W2, W3 and W4 are the sequential weights obtained during observations in pycnometer method for determining water content, the formula to be used, is

  12. A.

    W = [ \([\frac { W2+W1)} { W3+W4} ]\) \([\frac { G-1 } { G } ]\)-1] X 100 

    B.

    W = [ \([\frac { W3+W1)} { W3+W4} ]\)[\(\frac { G-1 } { G } ]\)+1] X 100

    C.

    W = [ \([\frac { W2-W1)} { W3-W4} ]\) \([\frac { G-1 } { G } ]\)-1] X 100 

    D.

    W == [ \([\frac { W2-W1)} { W3-W4} ]\)\([\frac { G+1 } { G } ]\)-1] X 100


  13. Si particles

  14. A.

    show dilatancy

    B.

    swell when moist

    C.

    possess high strength when dry

    D.

    disintegrate easily.


  15. Flow net is used for the determination of

  16. A.

    quantity of seepage

    B.

    hydrostatic pressure

    C.

    seepage pressure

    D.

    exit gradient

    E.

    all the above.


  17. If the back fill is having a uniform surcharge of intensity q per unit area, the lateral pressure will be

  18. A.

    q times the lateral pressure within the surface

    B.

    1/q times the lateral pressure within the surface

    C.

    equal to a fill of height Z equal to q/r, where r is the density of the backfill

    D.

    none of these.


  19. Pick up the correct statement from the following:

  20. A.

    Isotropic consolidation of clay can be obtained in the triaxial apparatus under equal all-round pressure.

    B.

    If the present effective stress is the maximum to which the clay has ever been subjected, it is called normally consolidated clay

    C.

    If the present effective stress in the past was more than present effective stress, it is called over-consolidated clay

    D.

    All the above.