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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

50%
40%
30%
20%

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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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

solid state
plastic state
semi-solid state
liquid state

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Soil Mechanics and Foundation
Compressibility of sandy soils is

almost equal to that of clayey soils
None of these
much greater than that of clayey soils
much less than that of clayey soils

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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

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

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