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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Water content of soil can

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

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

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Soil Mechanics and Foundation
Total number of stress components at a point within a soil mass loaded at its boundary is

9
6
3
16

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Soil Mechanics and Foundation
The ratio of volume of voids to the total volume of soil mass is called

voids ratio
air content
porosity
percentage air voids

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Soil Mechanics and Foundation
The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in

the method of preparation of soil suspension
the principle of test
All of these
the method of taking observations

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Soil Mechanics and Foundation
Relative density of a compacted dense sand is approximately equal to

0.4
0.6
0.95
1.2

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