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Soil Mechanics and Foundation Sheet 5

  • 1) Question.

    The water content ratio of a soil is defined as the ratio of the

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  • 2) Question.

    The void ratio of a soil is defined as the ratio of the

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  • 3) Question.

    The specific gravity of a soil is the ratio of unit weight of soil solids to that of water at a temperature of

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  • 4) Question.

    The relation between porosity (n) and void ratio (e) is given by

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  • 5) Question.

    If W is the total weight of the soil mass and Ws is the weight of solids, then water content is equal to

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  • 6) Question.

    The degree of saturation of a soil is

    [Va= Volume of air in the voids, Vw= Volume of water in the voids, Vs= Volume of solids, Vv= Total volume of voids]

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  • 7) Question.

    The submerged or buoyant unit weight of soil is equal to the .... of unit weight of saturated soil and unit weight of water.

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  • 8) Question.

    A dry soill sample weighing 100 g has volume of 60 ml and specific gravity 2.5. Its void ratio is

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  • 9) Question.

    A soil sample is having a specific gravity of 2.60 and a void ratio of 0.78.Tge water content in percentage required to fully saturate the soil at that void ratio will be

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  • 10) Question.

    The ratio of the volume of air voids to the volume of voids, is called

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  • 11) Question.

    Phreatic line in an earthen dam is

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  • 12) Question.

    The intensity of vertical pressure directly below a concentrated load of 32π tonnes at a dept of 32π metres given by

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  • 13) Question.

    Total number of stress components at a point within a soil mass loaded at its boundary is

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  • 14) Question.

    The most suitable method for drainage of fine grained cohesive soils is

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  • 15) Question.

    The total discharge from two wells situatied near to each other is

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  • 16) Question.

    The average coefficient of permeability of natural deposits

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  • 17) Question.

    Coefficient of permeability of soil

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  • 18) Question.

    If the permeability of a soil is 0.8 mm/sec, the type of soil is

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  • 19) Question.

    The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is euqal to

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  • 20) Question.

    The total and effective s tress at a depth of 5 m below the top level of water in a swimming pool are represecitvely

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