In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

Soil Mechanics and Foundation
In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

unconsolidated drained test

consolidated drained test

consolidated undrained test

unconsolidated undrained test

unconsolidated drained test

consolidated drained test

consolidated undrained test

unconsolidated undrained test

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

constant head method

falling head method

None of these

both the above

constant head method

falling head method

None of these

both the above

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Soil Mechanics and Foundation
The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing

effective angle of shearing resistance

effective unit weight of soil and effective angle of shearing resistance

cohesion and effective angle of shearing resistance

cohesion and effective unit weight of soil

effective angle of shearing resistance

effective unit weight of soil and effective angle of shearing resistance

cohesion and effective angle of shearing resistance

cohesion and effective unit weight of soil

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Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

20%

30%

40%

50%

20%

30%

40%

50%

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

0.6

0.95

1.2

0.4

0.6

0.95

1.2

0.4

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

decreases with increase in liquid limit

remains constant at all liquid limits

first increases and then decreases with increase in liquid limit

increases with increase in liquid limit

decreases with increase in liquid limit

remains constant at all liquid limits

first increases and then decreases with increase in liquid limit

increases with increase in liquid limit

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Soil Mechanics and Foundation

Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing

Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

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

Soil Mechanics and Foundation Coefficient of consolidation for clays normally

Soil Mechanics and Foundation
In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

Soil Mechanics and Foundation
The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing

Soil Mechanics and Foundation
Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by

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

Soil Mechanics and Foundation
Coefficient of consolidation for clays normally