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

40 mm

10 mm

None of these

20 mm

40 mm

10 mm

None of these

20 mm

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Soil Mechanics and Foundation
The admixture of coarser particles like sand or silt to clay causes

decrease in liquid limit and no change in plasticity index

decrease in liquid limit and increase in plasticity index

increase in both liquid limit and plasticity index

decrease in both liquid limit and plasticity index

decrease in liquid limit and no change in plasticity index

decrease in liquid limit and increase in plasticity index

increase in both liquid limit and plasticity index

decrease in both liquid limit and plasticity index

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Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand

clay

fine sand

silt

coarse sand

clay

fine sand

silt

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.5m

2.0m

3m

1.0m

1.5m

2.0m

3m

1.0m

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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
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

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 admixture of coarser particles like sand or silt to clay causes

Soil Mechanics and Foundation Constant head permeameter is used to test permeability of

Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

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 In hydrometer analysis for a soil mass

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 admixture of coarser particles like sand or silt to clay causes

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

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
In hydrometer analysis for a soil mass