A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

25 mm

greater than 25 mm

between 15 mm and 25 mm

15 mm

25 mm

greater than 25 mm

between 15 mm and 25 mm

15 mm

ANSWER DOWNLOAD EXAMIANS APP

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

constant head method

None of these

falling head method

both the above

constant head method

None of these

falling head method

both the above

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of small magnitude

different shear strengths of large magnitude

same shear strength of large magnitude

same shear strength of small magnitude

different shear strengths of small magnitude

different shear strengths of large magnitude

same shear strength of large magnitude

same shear strength of small magnitude

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
The shear strength of a soil

Is inversely proportional to the angle of internal friction of the soil

Decreases with decrease in normal stress

Is directly proportional to the angle of internal friction of the soil

Decreases with increase in normal stress

Is inversely proportional to the angle of internal friction of the soil

Decreases with decrease in normal stress

Is directly proportional to the angle of internal friction of the soil

Decreases with increase in normal stress

ANSWER DOWNLOAD EXAMIANS APP

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

0.95

0.4

0.6

1.2

0.95

0.4

0.6

1.2

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Effective stress on soil

Decreases both voids ratio and permeability

Increases both voids ratio and permeability

Increases voids ratio and decreases permeability

Decreases voids ratio and increases permeability

Decreases both voids ratio and permeability

Increases both voids ratio and permeability

Increases voids ratio and decreases permeability

Decreases voids ratio and increases permeability

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation

Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading 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 At liquid limit, all soils possess

Soil Mechanics and Foundation The shear strength of a soil

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

Soil Mechanics and Foundation Effective stress on soil

Soil Mechanics and Foundation
A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading 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
At liquid limit, all soils possess

Soil Mechanics and Foundation
The shear strength of a soil

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

Soil Mechanics and Foundation
Effective stress on soil