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

40 mm

20 mm

10 mm

None of these

40 mm

20 mm

10 mm

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Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

1

zero

greater than 1

between 0 and 1

1

zero

greater than 1

between 0 and 1

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Soil Mechanics and Foundation
Coefficient of earth pressure at rest is

less than both the active and passive earth pressures

greater than active earth pressure but less than passive earth pressure

greater than both the active earth pressure and passive earth pressure

less than active earth pressure but greater than passive earth pressure

less than both the active and passive earth pressures

greater than active earth pressure but less than passive earth pressure

greater than both the active earth pressure and passive earth pressure

less than active earth pressure but greater than passive earth pressure

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

never be greater than unity

take values between 0 and 1 only

take any value greater than zero

be zero

never be greater than unity

take values between 0 and 1 only

take any value greater than zero

be zero

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Soil Mechanics and Foundation
A grillage foundation

All of these

Consists of two sets of perpendicularly placed steel beams

Is provided for heavily loaded isolated columns

Is treated as spread foundation

All of these

Consists of two sets of perpendicularly placed steel beams

Is provided for heavily loaded isolated columns

Is treated as spread foundation

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Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

18.6 kN/m3

20.0 kN/m3

22.0 kN/m3

23.2 kN/m3

18.6 kN/m3

20.0 kN/m3

22.0 kN/m3

23.2 kN/m3

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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 If the sand in-situ is in its densest state, then the relative density of sand is

Soil Mechanics and Foundation Coefficient of earth pressure at rest is

Soil Mechanics and Foundation Voids ratio of a soil mass can

Soil Mechanics and Foundation A grillage foundation

Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil 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

Soil Mechanics and Foundation
If the sand in-situ is in its densest state, then the relative density of sand is

Soil Mechanics and Foundation
Coefficient of earth pressure at rest is

Soil Mechanics and Foundation
Voids ratio of a soil mass can

Soil Mechanics and Foundation
A grillage foundation

Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is