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

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

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Soil Mechanics and Foundation
In a deposit of normally consolidated clay

effective stress and water content increase with depth but undrained strength decreases with depth
effective stress and undrained strength increase with depth but water content decreases with depth
effective stress increases with depth but water content of soil and un-drained strength decrease with depth
effective stress, water content and undrained strength decrease with depth

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