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

167 mm

30 mm

15 mm

50 mm

167 mm

30 mm

15 mm

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Soil Mechanics and Foundation
Effective stress on soil

Decreases voids ratio and increases permeability

Decreases both voids ratio and permeability

Increases voids ratio and decreases permeability

Increases both voids ratio and permeability

Decreases voids ratio and increases permeability

Decreases both voids ratio and permeability

Increases voids ratio and decreases permeability

Increases both voids ratio and permeability

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Soil Mechanics and Foundation
Degree of consolidation is

directly proportional to time and inversely proportional to square of drainage path

directly proportional to square of drainage path and inversely proportional to time

directly proportional to drainage path and inversely proportional to time

directly proportional to time and inversely proportional to drainage path

directly proportional to time and inversely proportional to square of drainage path

directly proportional to square of drainage path and inversely proportional to time

directly proportional to drainage path and inversely proportional to time

directly proportional to time and inversely proportional to drainage path

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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

less than specific gravity of soil

equal to specific gravity of soil

greater than specific gravity of soil

independent of specific gravity of soil

less than specific gravity of soil

equal to specific gravity of soil

greater than specific gravity of soil

independent of specific gravity of soil

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Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

liquid limit

shrinkage limit

plastic limit

plasticity index

liquid limit

shrinkage limit

plastic limit

plasticity index

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

2.00 mm to 0.425 mm

0.075 mm to 0.002 mm

0.425 mm to 0.075 mm

4.75 mm to 2.00 mm

2.00 mm to 0.425 mm

0.075 mm to 0.002 mm

0.425 mm to 0.075 mm

4.75 mm to 2.00 mm

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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 Effective stress on soil

Soil Mechanics and Foundation Degree of consolidation is

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 The water content of soil, which represents the boundary between plastic state and liquid state, is known as

Soil Mechanics and Foundation According to IS classification, the range of silt size particles 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
Effective stress on soil

Soil Mechanics and Foundation
Degree of consolidation is

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
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is