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Soil Mechanics and Foundation

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

clay
fine sand
silt
coarse sand

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

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

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Soil Mechanics and Foundation
Time factor for a clay layer is

independent of thickness of clay layer
directly proportional to permeability of soil
inversely proportional to drainage path
a dimensional parameter

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Soil Mechanics and Foundation
Which of the following types of soil is transported by gravitational forces ?

loess
drift
dune sand
talus

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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
both the above
falling head method
constant head method

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

45°
90°
225°
135°

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