A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

40 mm

10 mm

20 mm

None of these

40 mm

10 mm

20 mm

None of these

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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
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

all planes except horizontal and vertical planes

both horizontal and vertical planes

horizontal plane only

vertical plane only

all planes except horizontal and vertical planes

both horizontal and vertical planes

horizontal plane only

vertical plane only

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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 consistency index

plasticity index to flow index

liquidity index to flow index

consistency index to liquidity index

plasticity index to consistency index

plasticity index to flow index

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

None of these

compressibility

both compressibility and permeability

permeability

None of these

compressibility

both compressibility and permeability

permeability

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

both allowable settlement and ultimate bearing capacity

none of above

ultimate bearing capacity of soil only

allowable settlement only

both allowable settlement and ultimate bearing capacity

none of above

ultimate bearing capacity of soil only

allowable settlement only

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Soil Mechanics and Foundation

Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay 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 In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

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

Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by

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

Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay 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
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

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

Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

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