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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
036
0.028
0.28

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Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

None of these
effective size
uniformity coefficient
coefficient of curvature

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

take any value greater than zero
be zero
take values between 0 and 1 only
never be greater than unity

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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

1.0m
1.5m
2.0m
3m

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

clay
silt
gravel
sand

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

negative
non-plastic (NP)
zero
1

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