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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°
0°
45°
22.5°

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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

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

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Soil Mechanics and Foundation
Hydrometer readings are corrected for:

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

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Soil Mechanics and Foundation
Water content of soil can

never be greater than 100 %
be greater than 100 %
take values only from 0 % to 100 %
be less than 0 %

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Soil Mechanics and Foundation
Valid range for S, the degree of saturation of soil in percentage is

0 ≤ S ≤ 100
0 < S < 100
S > 0
S < 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 ?

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

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