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 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

25 mm

between 15 mm and 25 mm

greater than 25 mm

15 mm

25 mm

between 15 mm and 25 mm

greater than 25 mm

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Soil Mechanics and Foundation
In hydrometer analysis for a soil mass

both meniscus correction and dispersing agent correction are additive

meniscus correction is subtractive and dispersing agent correction is additive

both meniscus correction and dispersing agent correction are subtractive

meniscus correction is additive and dispersing agent correction is subtractive

both meniscus correction and dispersing agent correction are additive

meniscus correction is subtractive and dispersing agent correction is additive

both meniscus correction and dispersing agent correction are subtractive

meniscus correction is additive and dispersing agent correction is subtractive

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Soil Mechanics and Foundation
At liquid limit, all soils possess

same shear strength of large magnitude

different shear strengths of large magnitude

same shear strength of small magnitude

different shear strengths of small magnitude

same shear strength of large magnitude

different shear strengths of large magnitude

same shear strength of small magnitude

different shear strengths of small magnitude

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

increases by 33.3%

decreases by 33.3%

increases by 25%

increases by 50%

increases by 33.3%

decreases by 33.3%

increases by 25%

increases by 50%

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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
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of preparation of soil suspension

the method of taking observations

All of these

the principle of test

the method of preparation of soil suspension

the method of taking observations

All of these

the principle of test

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Soil Mechanics and Foundation

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 In hydrometer analysis for a soil mass

Soil Mechanics and Foundation At liquid limit, all soils possess

Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

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
In hydrometer analysis for a soil mass

Soil Mechanics and Foundation
At liquid limit, all soils possess

Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability

Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in