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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following is a measure of particle size range ?

None of these
uniformity coefficient
effective size
coefficient of curvature

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Soil Mechanics and Foundation
The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is

43832
3
1
43833

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Soil Mechanics and Foundation
Select the incorrect statement. Effective angle of shearing resistance

is rarely more than 30° for fine grained soil
increases as the size of particles increases
is limited to a maximum value of 45°
increases as the soil gradation im-proves

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

sheep’s foot roller
rubber tyred roller
vibratory roller
drum roller

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

Dispersing agent correction
Temperature correction
Temperature, meniscus and dispersing agent corrections
Meniscus correction

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Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

horizontal plane only
both horizontal and vertical planes
vertical plane only
all planes except horizontal and vertical planes

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