In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

Soil Mechanics and Foundation
In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

consolidated drained test

unconsolidated undrained test

unconsolidated drained test

consolidated undrained test

consolidated drained test

unconsolidated undrained test

unconsolidated drained test

consolidated undrained test

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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

2.0m

3m

1.5m

1.0m

2.0m

3m

1.5m

1.0m

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Soil Mechanics and Foundation
The total discharge from two wells situated near to each other is

sum of the discharges from individual wells

equal to larger of the two discharges from individual wells

less than the sum of the discharges from individual wells

greater than the sum of the discharges from individual wells

sum of the discharges from individual wells

equal to larger of the two discharges from individual wells

less than the sum of the discharges from individual wells

greater than the sum of the discharges from individual wells

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Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

kaolinite

montmorillonite

illite

None of these

kaolinite

montmorillonite

illite

None of these

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Soil Mechanics and Foundation
Residual soils are formed by

water

glaciers

wind

None of these

water

glaciers

wind

None of these

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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

30 mm

15 mm

167 mm

50 mm

30 mm

15 mm

167 mm

50 mm

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Soil Mechanics and Foundation

Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

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 The total discharge from two wells situated near to each other is

Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is

Soil Mechanics and Foundation Residual soils are formed by

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
In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as

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
The total discharge from two wells situated near to each other is

Soil Mechanics and Foundation
The clay mineral with the largest swelling and shrinkage characteristics is

Soil Mechanics and Foundation
Residual soils are formed by

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