Soil Mechanics and Foundation Sheet 32
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1) Question.
The upstream slope of an earth dam under steady seepage condition is
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2) Question.
A cast-in-situ bored pile 0.50 m diameter and 10 m deep is placed in a purely cohesive soil. If the cohesion of the soil is and adhesion between the pile and the soil is half the value of cohesion, then the ultimate bearing capacity of the pile is given by
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3) Question.
The determination of ultimate bearing capacity on an eccentrically loaded square footing depends upon the concept of useful
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4) Question.
A building is supported on shallow foundation in sand at 1 m below ground level. The water table is at 5 m below the ground surface. For whic one of the following foundations will the net bearing capacity of the soil be a maximum?
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5) Question.
Terzaghi's equation of ultimate bearing capacity for a strip footing may be used for square footing resting on pure clay soil with the correction factor
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6) Question.
Two specimens of clay A and B are tested in a consolidation apparatus.
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7) Question.
Which one of the following statements provides the best argument that direct shear tests are not suited for determining shear parameters of a clay soil?
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8) Question.
The relationship between water content (w%) and number of blows (N) in soils, as obtained from Casagrande's liquid limit device, is given by
the liquid limit of the soil is
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9) Question.
Given that for a single degree of freedom system,
k = stiffness coefficient
m = mass of machine and foundation,
critical damping is best defined by the expression
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10) Question.
The total settlement of compressible soil stratum 2 m deep and having a coeficient of volume compressibility of under a pressure increment of will be
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