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

20 mm

10 mm

None of these

40 mm

20 mm

10 mm

None of these

40 mm

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Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

dry soil

partially saturated soil

dehydrated soil

air entrained soil

dry soil

partially saturated soil

dehydrated soil

air entrained soil

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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

15 mm

167 mm

30 mm

50 mm

15 mm

167 mm

30 mm

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand

clay

fine sand

silt

coarse sand

clay

fine sand

silt

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Soil Mechanics and Foundation
Which of the following statements is correct?

Uniformity coefficient represents the shape of the particle size distribution curve.

A soil is said to be well graded if it has most of the particles of about the same size

For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity.

None of these

Uniformity coefficient represents the shape of the particle size distribution curve.

A soil is said to be well graded if it has most of the particles of about the same size

For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity.

None of these

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Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is

independent of specific gravity of soil

greater than specific gravity of soil

equal to specific gravity of soil

less than specific gravity of soil

independent of specific gravity of soil

greater than specific gravity of soil

equal to specific gravity of soil

less than specific gravity of soil

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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 If the voids of a soil mass are full of air only, the soil is termed as

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 Constant head permeameter is used to test permeability of

Soil Mechanics and Foundation Which of the following statements is correct?

Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample 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

Soil Mechanics and Foundation
If the voids of a soil mass are full of air only, the soil is termed as

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
Constant head permeameter is used to test permeability of

Soil Mechanics and Foundation
Which of the following statements is correct?

Soil Mechanics and Foundation
If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is