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

167 mm

15 mm

30 mm

50 mm

167 mm

15 mm

30 mm

50 mm

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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

between 15 mm and 25 mm

greater than 25 mm

25 mm

15 mm

between 15 mm and 25 mm

greater than 25 mm

25 mm

15 mm

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Soil Mechanics and Foundation
The angle that Coulomb’s failure envelope makes with the horizontal is called

None of these

angle of internal friction

angle of repose

cohesion

None of these

angle of internal friction

angle of repose

cohesion

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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
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

1.0 and 0.0

0.0 and 1.0

1.0 and 0.5

0.5 and 1.0

1.0 and 0.0

0.0 and 1.0

1.0 and 0.5

0.5 and 1.0

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Soil Mechanics and Foundation
The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is

Inclined at 45° to the vertical plane

Vertical if the soil is in a passive state of plastic equilibrium

Vertical if the soil is in an active state of plastic equilibrium

None of these

Inclined at 45° to the vertical plane

Vertical if the soil is in a passive state of plastic equilibrium

Vertical if the soil is in an active state of plastic equilibrium

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 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 The angle that Coulomb’s failure envelope makes with the horizontal is called

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

Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

Soil Mechanics and Foundation The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall 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

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
The angle that Coulomb’s failure envelope makes with the horizontal is called

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

Soil Mechanics and Foundation
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are

Soil Mechanics and Foundation
The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is