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

50 mm

30 mm

167 mm

15 mm

50 mm

30 mm

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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 may increase

The liquid limit of soil always increases

The liquid limit of soil always decreases

The liquid limit of soil may decrease

The liquid limit of soil may increase

The liquid limit of soil always increases

The liquid limit of soil always decreases

The liquid limit of soil may decrease

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Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

45°

90°

225°

135°

45°

90°

225°

135°

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

decreases by 33.3%

increases by 33.3%

increases by 25%

increases by 50%

decreases by 33.3%

increases by 33.3%

increases by 25%

increases by 50%

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

falling head method

constant head method

both the above

None of these

falling head method

constant head method

both the above

None of these

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

vacuum method

electroosmosis method

deep well system

well ppint system

vacuum method

electroosmosis method

deep well system

well ppint system

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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 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 If the shearing stress is zero on two planes, then the angle between the two planes is

Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

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

Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils 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
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
If the shearing stress is zero on two planes, then the angle between the two planes is

Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

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

Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is