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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

90°
22.5°
0°
45°

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Soil Mechanics and Foundation
If the permeability of a soil is 0.8 mm/sec, the type of soil is

gravel
sand
clay
silt

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

between 0.2 mm and 0.0002 mm
less than 0.0002 mm
greater than 0.2 mm
All of these

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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

air entrained soil
partially saturated soil
dry soil
dehydrated soil

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the voids ratio
directly proportional to the compression index
inversely proportional to the compression index
None of these

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

0.5 kg/cm² and zero
zero and zero
0.5 kg/cm² and 0.5 kg/cm²
1.0 kg/cm² and 0.5 kg/cm²

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