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
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with depth

pore water pressure with time

effective stress with time

pore water pressure with depth

effective stress with depth

pore water pressure with time

effective stress with time

pore water pressure with depth

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Soil Mechanics and Foundation
The average coefficient of permeability of natural deposits

Parallel to stratification may or may not be greater than that perpendicular to stratification

Parallel to stratification is always greater than that perpendicular to stratification

Is always same in both directions

Parallel to stratification is always less than that perpendicular to stratification

Parallel to stratification may or may not be greater than that perpendicular to stratification

Parallel to stratification is always greater than that perpendicular to stratification

Is always same in both directions

Parallel to stratification is always less than that perpendicular to stratification

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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

15 mm

between 15 mm and 25 mm

greater than 25 mm

25 mm

15 mm

between 15 mm and 25 mm

greater than 25 mm

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

12 months

24 months

6 months

3 months

12 months

24 months

6 months

3 months

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 < S < 100

0 ≤ S ≤ 100

S > 0

S < 0

0 < S < 100

0 ≤ S ≤ 100

S > 0

S < 0

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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 The slope of isochrone at any point at a given time indicates the rate of change of

Soil Mechanics and Foundation The average coefficient of permeability of natural deposits

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 Valid range for S, the degree of saturation of soil in percentage 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
The slope of isochrone at any point at a given time indicates the rate of change of

Soil Mechanics and Foundation
The average coefficient of permeability of natural deposits

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
Valid range for S, the degree of saturation of soil in percentage is