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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

liquid limit
plasticity index
plastic limit
shrinkage limit

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit
remains constant at all liquid limits
increases with increase in liquid limit

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

silt
coarse sand
clay
fine sand

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Soil Mechanics and Foundation
Which one of the following clays behaves like a dense sand ?

normally consolidated clay
over-consolidated clay with a low over-consolidation ratio
under-consolidated clay
over-consolidated ciay with a high over-consolidation ratio

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Soil Mechanics and Foundation
The maximum dry density upto which any soil can be compacted depends upon

amount of compaction energy only
None of these
moisture content only
both moisture content and amount of compaction energy

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Soil Mechanics and Foundation
Uniformity coefficient of a soil is

always equal to 1
equal to or less than 1
always less than 1
equal to or gi eater than 1

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