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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
Residual soils are formed by

water
wind
None of these
glaciers

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

clayey silt
silt
sand
clay

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

allowable settlement only
both allowable settlement and ultimate bearing capacity
ultimate bearing capacity of soil only
none of above

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

always less than 1
equal to or less than 1
equal to or gi eater than 1
always equal to 1

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Soil Mechanics and Foundation
Coefficient of permeability of soil

None of these
increases with the increase in temperature
does not depend upon temperature
increases with the decrease in temperature

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