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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Stoke’s law is valid only if the size of particle is

All of these
less than 0.0002 mm
between 0.2 mm and 0.0002 mm
greater than 0.2 mm

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

coarse sand
clay
fine sand
silt

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

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

take any value greater than zero
be zero
never be greater than unity
take values between 0 and 1 only

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

greater than 1 m
between 300 mm and 750 mm
between 750 mm and 1 m
less than 300 mm

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

edge to edge orientation
face to face or parallel orientation
edge to face orientation
All of these

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