A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

20 mm

40 mm

None of these

10 mm

20 mm

40 mm

None of these

10 mm

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Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

1.0 kg/cm² and 0.5 kg/cm²

0.5 kg/cm² and 0.5 kg/cm²

0.5 kg/cm² and zero

zero and zero

1.0 kg/cm² and 0.5 kg/cm²

0.5 kg/cm² and 0.5 kg/cm²

0.5 kg/cm² and zero

zero and zero

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Meniscus correction

Dispersing agent correction

Temperature correction

Temperature, meniscus and dispersing agent corrections

Meniscus correction

Dispersing agent correction

Temperature correction

Temperature, meniscus and dispersing agent corrections

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Soil Mechanics and Foundation
Sand particles are made of

rock minerals

kaolinite

montmorillonite

illite

rock minerals

kaolinite

montmorillonite

illite

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Soil Mechanics and Foundation
In hydrometer analysis for a soil mass

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 subtractive

both meniscus correction and dispersing agent correction are additive

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 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

liquid limit

plastic limit

shrinkage limit

plasticity index

liquid limit

plastic limit

shrinkage limit

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Soil Mechanics and Foundation

Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

Soil Mechanics and Foundation Hydrometer readings are corrected for:

Soil Mechanics and Foundation Sand particles are made of

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 normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

Soil Mechanics and Foundation
The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively

Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Soil Mechanics and Foundation
Sand particles are made of

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