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

167 mm

50 mm

15 mm

30 mm

167 mm

50 mm

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Soil Mechanics and Foundation
Coefficient of earth pressure at rest is

less than both the active and passive earth pressures

greater than active earth pressure but less than passive earth pressure

greater than both the active earth pressure and passive earth pressure

less than active earth pressure but greater than passive earth pressure

less than both the active and passive earth pressures

greater than active earth pressure but less than passive earth pressure

greater than both the active earth pressure and passive earth pressure

less than active earth pressure but greater than passive earth pressure

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Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

ultimate bearing capacity of soil only

none of above

both allowable settlement and ultimate bearing capacity

allowable settlement only

ultimate bearing capacity of soil only

none of above

both allowable settlement and ultimate bearing capacity

allowable settlement only

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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

All listed here

The φ line

Repose line

Natural slope line

All listed here

The φ line

Repose line

Natural slope line

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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
When the degree of saturation is zero, the soil mass under consideration represents

three phase system

two phase system with soil and water

one phase system

two phase system with soil and air

three phase system

two phase system with soil and water

one phase system

two phase system with soil and air

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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 Coefficient of earth pressure at rest is

Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon

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

Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents

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
Coefficient of earth pressure at rest is

Soil Mechanics and Foundation
Allowable bearing pressure for a foundation depends upon

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

Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents