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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

voids ratio
percentage air voids
porosity
air content

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

solid state
semi-solid state
liquid state
plastic state

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

clayey silt
clay
sand
silt

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

liquidity index to flow index
consistency index to liquidity index
plasticity index to consistency index
plasticity index to flow index

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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
both cohesion and angle of internal friction
cohesion only

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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

non-plastic (NP)
zero
negative
1

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