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Civil Engineering :: Soil Mechanics and Foundation Engineering

  1. Through a point in a loaded soil, the principal stress is maximum on

  2. A.

    minor principal plane

    B.

    intermediate principal plane

    C.

    major principal plane

    D.

    none of these.

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  3. Maximum size of clay particles, is :

  4. A.

    0.002 mm

    B.

    0.04 mm

    C.

    0.06 mm

    D.

    0.08 mm

    E.

    1 mm

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  5.  

    The capillary rise of water

  6. A.
    depends upon the force responsible
    B.

    increases as the size of the soil particles increases

    C.

    decreases as the size of the soil particles decreases

    D.
    is less in wet soil than in dry soil.

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  7. Coulomb's wedge theory assumes that

  8. A.

    back fill is dry, cohesionless, homogeneous and isotropic

    B.

    slip surface is the plane which passes through the heel of the wall

    C.

    sliding wedge itself acts as a rigid body and the value of earth pressure is obtained by considering the limiting equilibrium of the wedge

    D.

    position and direction of the resultant earth pressure, are known

    E.

    all the above.

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  9.  

    If dry density, water density and specific gravity of solids of a given soil sample are 1.6 g/cc, 1.84 g/cc and 2.56 respectively, the porosity of the soil sample, is

  10. A.

    0.375

    B.

    0.370

    C.
    0.380
    D.

    0.390

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  11. Pick up the correct statement applicable to plate load test

  12. A.

    Width of the test pit for plate load test is made five times the width of the plate

    B.

    At the centre of the test pit, a hole is dug out whose size is kept equal to the size of the test plate

    C.

    Bottom level of the hole dug at the centre of the test pit, is kept at the level of the actual formation

    D.

    Ratio of the depth of the hole to the width of the test plate is the same as the ratio of the depth of the actual formation to the width of the formation

    E.

    All the above.

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  13.  

    Terzaghi's analysis assumes :

  14. A.

    soil is homogeneous and isotropic

    B.

    elastic zone has straight boundaries inclined at ψ = φ to the horizontal and plastic zones fully developed

    C.

    failure zones do not extend above the horizontal plane through the base of the footing

    D.

    all the above.

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  15.  

    The fundamental equation of air content (ac), degree of saturation (Sr) and void ratio (e), is

  16. A.

    a\( \frac { e(1-Sr) } { 1-e } \)

    B.

     a\( \frac { e(1+Sr) } { 1+e } \)

    C.

    ac = \( \frac { e(1-Sr) } { 1+e } \)

    D.

    ac = 1 + e/Sr

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  17.  

    A soil sample has passing 0.075 mm sieve = 60% liquid limit = 65% and plastic limit = 40%. The group index of the soil, is

  18. A.

    4

    B.

    20

    C.

    40

    D.

    none of these.

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  19. The plasticity index is the numerical difference between

  20. A.

    liquid limit and plastic limit

    B.

    plastic limit and shrinkage limit

    C.

    liquid limit and shrinkage limit

    D.

    none of these.

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