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

10 mm

None of these

20 mm

40 mm

10 mm

None of these

ANSWER DOWNLOAD EXAMIANS APP

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

both the above

None of these

falling head method

constant head method

both the above

None of these

falling head method

constant head method

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
The average coefficient of permeability of natural deposits

Parallel to stratification is always less than that perpendicular to stratification

Parallel to stratification may or may not be greater than that perpendicular to stratification

Is always same in both directions

Parallel to stratification is always greater than that perpendicular to stratification

Parallel to stratification is always less than that perpendicular to stratification

Parallel to stratification may or may not be greater than that perpendicular to stratification

Is always same in both directions

Parallel to stratification is always greater than that perpendicular to stratification

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

SL

CH

ML

MH

SL

CH

ML

MH

ANSWER DOWNLOAD EXAMIANS APP

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

40%

50%

30%

20%

40%

50%

30%

20%

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.6

0.4

0.8

1

0.6

0.4

0.8

1

ANSWER DOWNLOAD EXAMIANS APP

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

Soil Mechanics and Foundation The average coefficient of permeability of natural deposits

Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by

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 If the degree of saturation of a partially saturated soil is 60%, then air content of the soil 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

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 average coefficient of permeability of natural deposits

Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

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
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is