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Soil Mechanics and Foundation

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

0.036
0.028
0.28
036

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

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

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

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

equal to specific gravity of soil
greater than specific gravity of soil
independent of specific gravity of soil
less than specific gravity of soil

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Soil Mechanics and Foundation
A grillage foundation

Is treated as spread foundation
Consists of two sets of perpendicularly placed steel beams
All of these
Is provided for heavily loaded isolated columns

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

plasticity index to consistency index
liquidity index to flow index
plasticity index to flow index
consistency index to liquidity index

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