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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 0.5
1.0 and 0.0
0.5 and 1.0
0.0 and 1.0

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Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

calcium carbide method
sand bath method
oven drying method
alcohol method

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

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

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

angle of internal friction only
both cohesion and angle of internal friction
cohesion only
both cohesion and angle of internal friction

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

percentage air voids
air content
voids ratio
porosity

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

take values between 0 and 1 only
be zero
never be greater than unity
take any value greater than zero

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