Three-Dimensional Consolidation of Soil | Soil Engineering
Terzaghi's theory of consolidation assumes that the expulsion of pore water during consolidation takes place in vertical direction alone. This is generally true for most of the cases, where the pervious layers, which form the drainage faces, are horizontal, located above and /or below the compressible soil layer. In some special cases, where vertical sand drains or sand wicks are [...]