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Soil Mechanics and Foundation

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
semi-solid state
liquid state
plastic state

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

montmorillonite
kaolinite
None of these
illite

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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

1.5m
1.0m
2.0m
3m

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

None of these
only in floating ring type consolido-meter
only in fixed ring type consolido-meter
both (A) and (B)

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

30%
40%
20%
50%

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

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

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