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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

45°
22.5°
90°
0°

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Soil Mechanics and Foundation
Compressibility of sandy soils is

None of these
much greater than that of clayey soils
much less than that of clayey soils
almost equal to that of clayey soils

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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
first increases and then decreases
increases

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

compressibility
None of these
permeability
both compressibility and permeability

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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

clay
sand
silt
clayey silt

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