Soils are mixtures of three phases, a porous soil skeleton of solid mineral particles and two fluids water and air filling the pores completely. The soil skeleton and the fluids can move depending on the constitutive behaviour of all constituents and interactions between them. In general a coupled deformation/seepage problem exists which can be uncoupled for certain circumstances. Mechanical models of soils are based on continuum mechanics or particle mechanics. The continuum approach requires a mixture theory, uncoupled problems require the classical continuum mechanics for single-phase materials only.
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