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

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

6 months

24 months

3 months

12 months

6 months

24 months

3 months

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Soil Mechanics and Foundation
In hydrometer analysis for a soil mass

both meniscus correction and dispersing agent correction are subtractive

meniscus correction is subtractive and dispersing agent correction is additive

meniscus correction is additive and dispersing agent correction is subtractive

both meniscus correction and dispersing agent correction are additive

both meniscus correction and dispersing agent correction are subtractive

meniscus correction is subtractive and dispersing agent correction is additive

meniscus correction is additive and dispersing agent correction is subtractive

both meniscus correction and dispersing agent correction are additive

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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

plasticity index

plastic limit

shrinkage limit

liquid limit

plasticity index

plastic limit

shrinkage limit

liquid limit

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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

3 months

24 months

6 months

12 months

3 months

24 months

6 months

ANSWER DOWNLOAD EXAMIANS APP

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

30 mm

50 mm

15 mm

167 mm

30 mm

50 mm

15 mm

167 mm

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Soil Mechanics and Foundation
With the increase in the amount of compaction energy

optimum water content increases but maximum dry density decreases

optimum water content decreases but maximum dry density increases

both optimum water content and maximum dry density increase

both optimum water content and maximum dry density decrease[ES 93]

optimum water content increases but maximum dry density decreases

optimum water content decreases but maximum dry density increases

both optimum water content and maximum dry density increase

both optimum water content and maximum dry density decrease[ES 93]

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation

Soil Mechanics and Foundation In hydrometer analysis for a soil mass

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 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 With the increase in the amount of compaction energy

Soil Mechanics and Foundation
In hydrometer analysis for a soil mass

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
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
With the increase in the amount of compaction energy