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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Rankine’s theory of earth pressure assumes that the back of the wall is

vertical and rough
plane and smooth
plane and rough
vertical and smooth

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Soil Mechanics and Foundation
The most suitable method for drainage of fine grained cohesive soils is

electroosmosis method
vacuum method
deep well system
well ppint system

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

sand
silt
clayey silt
clay

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

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

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

liquid limit
plasticity index
shrinkage limit
plastic limit

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Soil Mechanics and Foundation
Inorganic soils with low compressibility are represented by

ML
CH
MH
SL

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