What the assumptions in the derivation of Terzaghi’s consolidation equation ?
Following are the assumptions in the derivation of Terzaghi’s consolidation equation.
- The soil mass is homogeneous.
- The void spaces are completely filled with water.
- The soil solids and water are incompressible.
- Darcy’s law is valid.
- The seepage flow and deformation are in one-dimensional direction.
- Strains are small.
- The permeability is constant over the range of effective stresses.
- There is a unique pressure void ratio relationship (i.e.) the co-efficient of compressibility is constant.
- The time lap in consolidation is entirely due to the low permeability of soil.
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