On one model of solute transport in poroelastic shale

A chemically inert deformable rock is considered, taking into account only changes in stress and pore pressure: the chemistry of a porous fluid has no direct effect on deformation. Accounting the chemical effects leads to changes in the pore pressure and in the strain of rocks. This theory is applied to mathematical modeling of the transfer of solvent and solute through a semi-permeable shale.