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

10 mm

20 mm

None of these

40 mm

10 mm

20 mm

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Soil Mechanics and Foundation
A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of

7°

17°

10°

12°

7°

17°

10°

12°

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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

1.5m

1.0m

3m

2.0m

1.5m

1.0m

3m

2.0m

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Soil Mechanics and Foundation
Select the correct range of density index,1D

0 < 1D < 1

0 ≤ 1D ≤ 1

ID > 0

1D > 0

0 < 1D < 1

0 ≤ 1D ≤ 1

ID > 0

1D > 0

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated drained test

undrained test

drained test

consolidated undrained test

consolidated drained test

undrained test

drained test

consolidated undrained test

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Soil Mechanics and Foundation
Degree of consolidation is

directly proportional to drainage path and inversely proportional to time

directly proportional to time and inversely proportional to square of drainage path

directly proportional to square of drainage path and inversely proportional to time

directly proportional to time and inversely proportional to drainage path

directly proportional to drainage path and inversely proportional to time

directly proportional to time and inversely proportional to square of drainage path

directly proportional to square of drainage path and inversely proportional to time

directly proportional to time and inversely proportional to drainage path

ANSWER DOWNLOAD EXAMIANS APP

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 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 Select the correct range of density index,1D

Soil Mechanics and Foundation Unconfmed compressive strength test is

Soil Mechanics and Foundation Degree of consolidation 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
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
Select the correct range of density index,1D

Soil Mechanics and Foundation
Unconfmed compressive strength test is

Soil Mechanics and Foundation
Degree of consolidation is