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

10 mm

20 mm

None of these

40 mm

10 mm

20 mm

None of these

40 mm

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Soil Mechanics and Foundation
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

plastic state

semi-solid state

solid state

liquid state

plastic state

semi-solid state

solid state

liquid state

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.4

0.95

1.2

0.6

0.4

0.95

1.2

0.6

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

drum roller

rubber tyred roller

vibratory roller

sheep’s foot roller

drum roller

rubber tyred roller

vibratory roller

sheep’s foot roller

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Soil Mechanics and Foundation
If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then

The liquid limit of soil always decreases

The liquid limit of soil always increases

The liquid limit of soil may increase

The liquid limit of soil may decrease

The liquid limit of soil always decreases

The liquid limit of soil always increases

The liquid limit of soil may increase

The liquid limit of soil may decrease

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

increases as the soil gradation im-proves

is limited to a maximum value of 45°

is rarely more than 30° for fine grained soil

increases as the size of particles increases

increases as the soil gradation im-proves

is limited to a maximum value of 45°

is rarely more than 30° for fine grained soil

increases as the size of particles increases

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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 If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to

Soil Mechanics and Foundation Coarse grained soils are best compacted by a

Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then

Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance

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
If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

Soil Mechanics and Foundation
If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then

Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance