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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

fine sand
silt
clay
coarse sand

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
decreases with increase in liquid limit
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

None of these
coefficient of curvature
effective size
uniformity coefficient

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

None of these
falling head method
both the above
constant head method

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

S > 0
0 ≤ S ≤ 100
0 < S < 100
S < 0

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

All listed here
Deformation of the soil, is entirely due to change in volume
Water and soil particles are incompressible
Soil is homogeneous and fully saturated

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