A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

greater than 25 mm

between 15 mm and 25 mm

25 mm

15 mm

greater than 25 mm

between 15 mm and 25 mm

25 mm

15 mm

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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

The φ line

Repose line

All listed here

Natural slope line

The φ line

Repose line

All listed here

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Soil Mechanics and Foundation
A fully saturated soil is said to be

one phase system

two phase system with soil and air

two phase system with soil and water

three phase system

one phase system

two phase system with soil and air

two phase system with soil and water

three phase system

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

silt

clay

coarse sand

fine sand

silt

clay

coarse sand

fine sand

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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

partially saturated soil

air entrained soil

dehydrated soil

dry soil

partially saturated soil

air entrained soil

dehydrated soil

dry soil

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

greater than 0.2 mm

less than 0.0002 mm

between 0.2 mm and 0.0002 mm

All of these

greater than 0.2 mm

less than 0.0002 mm

between 0.2 mm and 0.0002 mm

All of these

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Soil Mechanics and Foundation

Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

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 A fully saturated soil is said to be

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 Stoke’s law is valid only if the size of particle is

Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

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
A fully saturated soil is said to be

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
Stoke’s law is valid only if the size of particle is