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

15 mm

25 mm

between 15 mm and 25 mm

greater than 25 mm

15 mm

25 mm

between 15 mm and 25 mm

greater than 25 mm

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

clay

silt

coarse sand

fine sand

clay

silt

coarse sand

fine sand

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

23.2 kN/m3

18.6 kN/m3

22.0 kN/m3

20.0 kN/m3

23.2 kN/m3

18.6 kN/m3

22.0 kN/m3

20.0 kN/m3

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

sand

clay

silt

gravel

sand

clay

silt

gravel

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Soil Mechanics and Foundation
If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then

The liquid limit of soil always decreases

The liquid limit of soil may increase

The liquid limit of soil may decrease

The liquid limit of soil always increases

The liquid limit of soil always decreases

The liquid limit of soil may increase

The liquid limit of soil may decrease

The liquid limit of soil always increases

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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

Repose line

All listed here

The φ line

Natural slope line

Repose line

All listed here

The φ line

Natural slope line

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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 Constant head permeameter is used to test permeability of

Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

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

Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then

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 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
Constant head permeameter is used to test permeability of

Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

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

Soil Mechanics and Foundation
If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then

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