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

15 mm

30 mm

167 mm

50 mm

15 mm

30 mm

167 mm

50 mm

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Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

45°

90°

22.5°

0°

45°

90°

22.5°

0°

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

plasticity index to flow index

plasticity index to consistency index

liquidity index to flow index

consistency index to liquidity index

plasticity index to flow index

plasticity index to consistency index

liquidity index to flow index

consistency index to liquidity index

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

permeability

None of these

compressibility

both compressibility and permeability

permeability

None of these

compressibility

both compressibility and permeability

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Soil Mechanics and Foundation
Within the consolidation process of a saturated clay

both neutral pressure and effective pressure increase

both neutral pressure and effective pressure decrease

a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant

a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant

both neutral pressure and effective pressure increase

both neutral pressure and effective pressure decrease

a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant

a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

All of these

edge to face orientation

face to face or parallel orientation

edge to edge orientation

All of these

edge to face orientation

face to face or parallel orientation

edge to edge orientation

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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 If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

Soil Mechanics and Foundation Toughness index is defined as the ratio of

Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by

Soil Mechanics and Foundation Within the consolidation process of a saturated clay

Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having

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
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

Soil Mechanics and Foundation
Toughness index is defined as the ratio of

Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

Soil Mechanics and Foundation
Within the consolidation process of a saturated clay

Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having