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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

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

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

uniform throughout
more at edges compared to middle
less at edges compared to middle
None of these

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

wet of OMC and wet of OMC
dry of OMC and dry of OMC where OMC is optimum moisture content
dry of OMC and wet of OMC
wet of OMC and dry of OMC

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

partially saturated soil
dry soil
air entrained soil
dehydrated soil

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Soil Mechanics and Foundation
Coefficient of permeability of soil

increases with the decrease in temperature
None of these
increases with the increase in temperature
does not depend upon temperature

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.5m
3m
1.0m
2.0m

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