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

50 mm

30 mm

167 mm

15 mm

50 mm

30 mm

167 mm

15 mm

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Soil Mechanics and Foundation
For a loose sand sample and a dense sand sample consolidated to the same effective stress

ultimate strength is same but peak

ultimate strength is same but peak strength of dense sand is greater than that of loose sand

ultimate strength is same and also peak strength is same

ultimate strength is different but peak strength is same

ultimate strength is same but peak

ultimate strength is same but peak strength of dense sand is greater than that of loose sand

ultimate strength is same and also peak strength is same

ultimate strength is different but peak strength is same

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Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.28

0.028

036

0.036

0.28

0.028

036

0.036

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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

0.0 and 1.0

1.0 and 0.0

1.0 and 0.5

0.5 and 1.0

0.0 and 1.0

1.0 and 0.0

1.0 and 0.5

0.5 and 1.0

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

both the above

constant head method

falling head method

None of these

both the above

constant head method

falling head method

None of these

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

liquidity index to flow index

consistency index to liquidity index

plasticity index to flow index

plasticity index to consistency index

liquidity index to flow index

consistency index to liquidity index

plasticity index to flow index

plasticity index to consistency index

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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 For a loose sand sample and a dense sand sample consolidated to the same effective stress

Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is

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

Soil Mechanics and Foundation Toughness index is defined as the ratio of

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
For a loose sand sample and a dense sand sample consolidated to the same effective stress

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

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

Soil Mechanics and Foundation
Toughness index is defined as the ratio of