In the previous chapters it has been assumed that the deformation of a soil is uniquely determined by the stress. This means that a time dependent response has been excluded. In reality the behavior is strongly dependent on time, however, especially for clay soils. In compression of a soil the porosity decreases, and as a result there is less space available for the pore water. This pore water can be expelled from the soil, but in clays this may take a certain time, due to the small permeability. This process is called consolidation. Its basic equations are considered in this chapter.
CITATION STYLE
Verruijt, A. (2018). Consolidation. In Theory and Applications of Transport in Porous Media (Vol. 30, pp. 123–129). Springer International Publishing. https://doi.org/10.1007/978-3-319-61185-3_15
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