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Soil Mechanics and Foundation

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
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°
0°
22.5°
90°

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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

30%
40%
20%
50%

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

compressibility
both compressibility and permeability
permeability
None of these

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

less at edges compared to middle
uniform throughout
more at edges compared to middle
None of these

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