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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clayey silt
silt
sand
clay

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dehydrated soil
air entrained soil
dry soil
partially saturated soil

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

total stress only
both effective stress and total stress
effective stress only
None of these

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

decreases
remains unchanged
increases
first increases and then decreases

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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
Uniformity coefficient of a soil is

always less than 1
equal to or gi eater than 1
equal to or less than 1
always equal to 1

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