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Soil Mechanics and Foundation

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

percentage air voids
air content
porosity
voids ratio

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

all planes except horizontal and vertical planes
horizontal plane only
vertical plane only
both horizontal and vertical planes

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

sheep’s foot roller
rubber tyred roller
drum roller
vibratory roller

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

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

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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
Water and soil particles are incompressible
Soil is homogeneous and fully saturated
All listed here

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Soil Mechanics and Foundation
Sand particles are made of

kaolinite
rock minerals
illite
montmorillonite

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