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Soil Mechanics and Foundation

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

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

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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
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

20%
40%
50%
30%

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Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

0.5 and 1.0
0.0 and 1.0
1.0 and 0.5
1.0 and 0.0

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

clayey silt
clay
silt
sand

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

permeability
both compressibility and permeability
None of these
compressibility

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