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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

be less than 0 %
never be greater than 100 %
take values only from 0 % to 100 %
be greater than 100 %

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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

shrinkage limit
plastic limit
liquid limit
plasticity index

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

falling head method
both the above
None of these
constant head method

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

greater than 1 [CS 95]
between 0 and 1
1
zero

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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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