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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clayey silt
sand
silt
clay

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

CH
ML
MH
SL

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

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

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

negative
zero
1
non-plastic (NP)

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Soil Mechanics and Foundation
Time factor for a clay layer is

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

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Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

sand
silt
gravel
clay

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