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Soil Mechanics and Foundation

Soil Mechanics and Foundation
If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is

90°
45°
22.5°
0°

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Soil Mechanics and Foundation
Which of the following methods is more suitable for the determination of permeability of clayey soil ?

horizontal permeability test
None of these
constant head method
falling head method

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

uniformity coefficient
effective size
coefficient of curvature
None of these

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Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

negative
zero
non-plastic (NP)
1

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Soil Mechanics and Foundation
A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as

Repose line
Natural slope line
All listed here
The φ line

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

both (A) and (B)
only in floating ring type consolido-meter
only in fixed ring type consolido-meter
None of these

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