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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

vibratory roller
sheep’s foot roller
rubber tyred roller
drum roller

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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

semi-solid state
plastic state
liquid state
solid state

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

increases by 25%
decreases by 33.3%
increases by 33.3%
increases by 50%

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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
Hydrometer readings are corrected for:

Temperature correction
Temperature, meniscus and dispersing agent corrections
Meniscus correction
Dispersing agent correction

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

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

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