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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
air entrained soil
dehydrated soil
partially saturated soil

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Natural slope line
Repose line
All listed here
The φ line

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Soil Mechanics and Foundation
Water content of soil can

take values only from 0 % to 100 %
be less than 0 %
never be greater than 100 %
be greater than 100 %

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

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

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Soil Mechanics and Foundation
Physical properties of a permeant which influence permeability are

both viscosity and unit weight
viscosity only
unit weight only
None of these

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

0°
45°
90°
22.5°

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