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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand
silt
clay
fine sand

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Soil Mechanics and Foundation
Time factor for a clay layer is

inversely proportional to drainage path
directly proportional to permeability of soil
a dimensional parameter
independent of thickness of clay layer

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Soil Mechanics and Foundation
Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability

increases by 50%
increases by 33.3%
increases by 25%
decreases by 33.3%

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

effective stress only
total stress only
None of these
both effective stress and total stress

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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

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

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

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

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