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Soil Mechanics and Foundation

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

22.5°
0°
45°
90°

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

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

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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
increases
first increases and then decreases
remains unchanged

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

voids ratio
air content
percentage air voids
porosity

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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

50%
40%
20%
30%

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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

liquid limit
plasticity index
shrinkage limit
plastic limit

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MORE MCQ ON Soil Mechanics and Foundation

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