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Soil Mechanics and Foundation

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

2.0m
1.0m
1.5m
3m

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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

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

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

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

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay
coarse sand
fine sand
silt

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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

liquid state
plastic state
solid state
semi-solid state

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Soil Mechanics and Foundation
Coefficient of permeability of soil

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

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