Modeling solute transport in poroelastic shale

The paper is devoted to modeling the solvent and solute transfer in a chemically inert elastically deformable rock, the model takes into account only the variation in stress and pore pressure. Chemical effects are taken into account by changing the pore pressure and deformation of rocks in the transport equations. For the numerical solution of the problem, combinations of the Laguerre integral transformation method and the finite difference method are used. The results of simulation for the model of solute transport through semipermeable shale are presented.