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

20 mm

None of these

10 mm

40 mm

20 mm

None of these

10 mm

40 mm

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Soil Mechanics and Foundation
Degree of consolidation is

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

directly proportional to drainage path and inversely proportional to time

directly proportional to time and inversely proportional to drainage path

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

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

directly proportional to drainage path and inversely proportional to time

directly proportional to time and inversely proportional to drainage path

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

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Soil Mechanics and Foundation
The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is

0.1125 m3/sec

0.18 m3/sec

0.00018 nrVsec

0.0045 m3/sec

0.1125 m3/sec

0.18 m3/sec

0.00018 nrVsec

0.0045 m3/sec

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

porosity

air content

voids ratio

percentage air voids

porosity

air content

voids ratio

percentage air voids

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.075 mm to 0.002 mm

2.00 mm to 0.425 mm

4.75 mm to 2.00 mm

0.425 mm to 0.075 mm

0.075 mm to 0.002 mm

2.00 mm to 0.425 mm

4.75 mm to 2.00 mm

0.425 mm to 0.075 mm

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Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is

0.6

0.4

1

0.8

0.6

0.4

1

0.8

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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 Degree of consolidation is

Soil Mechanics and Foundation The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is

Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called

Soil Mechanics and Foundation According to IS classification, the range of silt size particles is

Soil Mechanics and Foundation If the degree of saturation of a partially saturated soil is 60%, then air content of the 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
Degree of consolidation is

Soil Mechanics and Foundation
The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is

Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

Soil Mechanics and Foundation
If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is