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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dry soil
dehydrated soil
air entrained soil
partially saturated soil

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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
A fully saturated soil is said to be

two phase system with soil and water
one phase system
three phase system
two phase system with soil and air

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.28
0.028
036
0.036

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

20%
50%
40%
30%

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

first increases and then decreases
decreases
remains unchanged
increases

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