A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

50 mm

30 mm

15 mm

167 mm

50 mm

30 mm

15 mm

167 mm

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
With the increase in the amount of compaction energy

both optimum water content and maximum dry density decrease[ES 93]

optimum water content decreases but maximum dry density increases

optimum water content increases but maximum dry density decreases

both optimum water content and maximum dry density increase

both optimum water content and maximum dry density decrease[ES 93]

optimum water content decreases but maximum dry density increases

optimum water content increases but maximum dry density decreases

both optimum water content and maximum dry density increase

ANSWER DOWNLOAD EXAMIANS APP

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

increases as the soil gradation im-proves

increases as the size of particles increases

is limited to a maximum value of 45°

is rarely more than 30° for fine grained soil

increases as the soil gradation im-proves

increases as the size of particles increases

is limited to a maximum value of 45°

is rarely more than 30° for fine grained soil

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

calcium carbide method

alcohol method

oven drying method

sand bath method

calcium carbide method

alcohol method

oven drying method

sand bath method

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.0m

2.0m

3m

1.5m

1.0m

2.0m

3m

1.5m

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand

clay

clayey silt

silt

sand

clay

clayey silt

silt

ANSWER DOWNLOAD EXAMIANS APP

Soil Mechanics and Foundation

Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

Soil Mechanics and Foundation With the increase in the amount of compaction energy

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

Soil Mechanics and Foundation For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is

Soil Mechanics and Foundation
A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is

Soil Mechanics and Foundation
With the increase in the amount of compaction energy

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

Soil Mechanics and Foundation
For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass ?

Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is