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

15 mm

30 mm

167 mm

50 mm

15 mm

30 mm

167 mm

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

two phase system with soil and water

one phase system

two phase system with soil and air

three phase system

two phase system with soil and water

one phase system

two phase system with soil and air

three phase system

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.95

0.6

0.4

1.2

0.95

0.6

0.4

1.2

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Soil Mechanics and Foundation
Coefficient of compressibility is

different for different types of soils and also different for a soil under different states of consolidation

different for different types of soils but same for a soil under different states of consolidation

independent of type of soil but depends on the stress history of soil

constant for any type of soil

different for different types of soils and also different for a soil under different states of consolidation

different for different types of soils but same for a soil under different states of consolidation

independent of type of soil but depends on the stress history of soil

constant for any type of soil

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Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

between 15 mm and 25 mm

15 mm

25 mm

greater than 25 mm

between 15 mm and 25 mm

15 mm

25 mm

greater than 25 mm

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Soil Mechanics and Foundation
Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is

24 months

3 months

12 months

6 months

24 months

3 months

12 months

6 months

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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 When the degree of saturation is zero, the soil mass under consideration represents

Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to

Soil Mechanics and Foundation Coefficient of compressibility is

Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. 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

Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

Soil Mechanics and Foundation
Coefficient of compressibility is

Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is