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Soil Mechanics and Foundation

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
2.0m
1.5m
3m

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

compressibility
permeability
None of these
both compressibility and permeability

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

horizontal permeability test
constant head method
None of these
falling head method

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Soil Mechanics and Foundation
A pycnometer is used to determine

voids ratio and dry density
water content and specific gravity
specific gravity and dry density
water content and voids ratio

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