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Soil Mechanics and Foundation

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

CH
SL
ML
MH

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

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

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

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

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

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Soil Mechanics and Foundation
During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is

0.5
2
-2
-0.5

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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

plastic limit
plasticity index
liquid limit
shrinkage limit

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