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

None of these

10 mm

40 mm

20 mm

None of these

10 mm

40 mm

20 mm

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

percentage of volume change of soil under saturated condition

ratio of volume of voids to volume of solids

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

None of these

percentage of volume change of soil under saturated condition

ratio of volume of voids to volume of solids

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

None of these

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

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

both optimum water content and maximum dry density increase

optimum water content increases but maximum dry density decreases

optimum water content decreases but maximum dry density increases

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

both optimum water content and maximum dry density increase

optimum water content increases but maximum dry density decreases

optimum water content decreases but maximum dry density increases

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Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

None of these

less at edges compared to middle

uniform throughout

more at edges compared to middle

None of these

less at edges compared to middle

uniform throughout

more at edges compared to middle

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Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

greater than 0.2 mm

less than 0.0002 mm

All of these

between 0.2 mm and 0.0002 mm

greater than 0.2 mm

less than 0.0002 mm

All of these

between 0.2 mm and 0.0002 mm

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

The φ line

All listed here

Repose line

Natural slope line

The φ line

All listed here

Repose line

Natural slope line

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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 Sensitivity of a soil can be defined as

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

Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is

Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is

Soil Mechanics and Foundation A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

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
Sensitivity of a soil can be defined as

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

Soil Mechanics and Foundation
Contact pressure beneath a rigid footing resting on cohesive soil is

Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as