A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively

Soil Mechanics and Foundation
A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively

0.5 N/mm² and 30°

0.05 N/mm² and 0°

0.05 N/mm² and 45°

0.2 N/mm² and 0°

0.5 N/mm² and 30°

0.05 N/mm² and 0°

0.05 N/mm² and 45°

0.2 N/mm² and 0°

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

silt

clay

sand

gravel

silt

clay

sand

gravel

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Coefficient of permeability of soil

does not depend upon temperature

increases with the increase in temperature

increases with the decrease in temperature

None of these

does not depend upon temperature

increases with the increase in temperature

increases with the decrease in temperature

None of these

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

pore water pressure with time

pore water pressure with depth

effective stress with depth

effective stress with time

pore water pressure with time

pore water pressure with depth

effective stress with depth

effective stress with time

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
Sensitivity of a soil can be defined as

ratio of volume of voids to volume of solids

percentage of volume change of soil under saturated condition

None of these

ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state

ratio of volume of voids to volume of solids

percentage of volume change of soil under saturated condition

None of these

ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state

ANSWER DOWNLOAD EXAMIANS APP

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

15 mm

between 15 mm and 25 mm

greater than 25 mm

25 mm

15 mm

between 15 mm and 25 mm

greater than 25 mm

25 mm

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation

Soil Mechanics and Foundation Which of the following soils has more plasticity index ?

Soil Mechanics and Foundation Coefficient of permeability of soil

Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of

Soil Mechanics and Foundation Sensitivity of a soil can be defined as

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 soils has more plasticity index ?

Soil Mechanics and Foundation
Coefficient of permeability of soil

Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

Soil Mechanics and Foundation
Sensitivity of a soil can be defined as

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