A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

15 mm

30 mm

50 mm

167 mm

15 mm

30 mm

50 mm

167 mm

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

constant head method

falling head method

both the above

None of these

constant head method

falling head method

both the above

None of these

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Natural slope line

Repose line

The φ line

All listed here

Natural slope line

Repose line

The φ line

All listed here

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

clay

fine sand

coarse sand

silt

clay

fine sand

coarse sand

silt

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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

dehydrated soil

air entrained soil

partially saturated soil

dry soil

dehydrated soil

air entrained soil

partially saturated soil

dry soil

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

horizontal permeability test

falling head method

constant head method

None of these

horizontal permeability test

falling head method

constant head method

None of these

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Soil Mechanics and Foundation

Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

Soil Mechanics and Foundation A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Soil Mechanics and Foundation Constant head permeameter is used to test permeability of

Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as

Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ?

Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?