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Soil Mechanics and Foundation

Soil Mechanics and Foundation
When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as

non-plastic (NP)
zero
negative
1

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Soil Mechanics and Foundation
In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear

first increases and then decreases
increases
decreases
remains unchanged

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

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

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Soil Mechanics and Foundation
Voids ratio of a soil mass can

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

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

fine sand
coarse sand
silt
clay

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

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

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