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Soil Mechanics and Foundation

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)
1
zero

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

decreases by 33.3%
increases by 50%
increases by 25%
increases by 33.3%

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

kaolinite
montmorillonite
illite
None of these

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

All of these
greater than 0.2 mm
between 0.2 mm and 0.0002 mm
less than 0.0002 mm

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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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 fixed ring type consolido-meter
both (A) and (B)
only in floating ring type consolido-meter

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