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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

All of these
between 0.2 mm and 0.0002 mm
less than 0.0002 mm
greater than 0.2 mm

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
0.0 and 1.0
1.0 and 0.0
1.0 and 0.5

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

silt
sand
clayey silt
clay

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 33.3%
increases by 25%
increases by 50%

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

MH
CH
SL
ML

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

kaolinite
illite
None of these
montmorillonite

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