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Soil Mechanics and Foundation

Soil Mechanics and Foundation
The water content of soil, which represents the boundary between plastic state and liquid state, is known as

shrinkage limit
plastic limit
plasticity index
liquid limit

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Soil Mechanics and Foundation
A fully saturated soil is said to be

two phase system with soil and air
one phase system
three phase system
two phase system with soil and water

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

sheep’s foot roller
rubber tyred roller
vibratory roller
drum roller

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

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

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Soil Mechanics and Foundation
Terzaghi’s theory of one dimensional consolidation assumes

Soil is homogeneous and fully saturated
Deformation of the soil, is entirely due to change in volume
All listed here
Water and soil particles are incompressible

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

None of these
plasticity characteristics
both particle size composition and plasticity characteristics
particle size composition

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