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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The value of compression index for a remoulded sample whose liquid limit is 50% is

0.028
0.036
0.28
036

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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
None of these
both the above
constant head method

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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
percentage air voids
air content
porosity

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Soil Mechanics and Foundation
Effective stress is

a physical parameter that can be measured
the stress at particles contact
All of these
important because it is a function of engineering properties of soil

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Soil Mechanics and Foundation
The slope of isochrone at any point at a given time indicates the rate of change of

effective stress with time
pore water pressure with depth
pore water pressure with time
effective stress with depth

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

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