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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If the shearing stress is zero on two planes, then the angle between the two planes is

225°
45°
135°
90°

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Soil Mechanics and Foundation
Unconfmed compressive strength test is

consolidated drained test
undrained test
consolidated undrained test
drained test

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

falling head method
both the above
constant head method
None of these

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

None of these
uniformity coefficient
coefficient of curvature
effective size

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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Soil Mechanics and Foundation
Coefficient of consolidation of a soil is affected by

permeability
None of these
compressibility
both compressibility and permeability

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