Up　to　date,　there　are　still　few　reports　on　the　study　of　solute　transport　in　deforming　soils.　However,　the　loading　must　be　considered　in　practical　engineering.　Based　on　the　Biot　s　consolidation　theory　and　the　solute　transport　theory,　the　solute　transportation　model　with　coupled　seepage　field,　stress　field　and　concentration　field　was　established,　and　then　the　finite　difference　method　was　used　to　simulate　the　solute　migrating　process　in　the　deforming　soils.　In　addition,　when　studying　the　solute　migrating　process,　many　scholars　generally　adopt　the　linear　adsorption　mode　to　describe　the　adsorption　property　of　soil.　Because　the　fine-grained　soils　always　exhibit　strong　non-linear　sorption　to　metal　ions,　organic　matters　or　highly　concentrated　solution,　the　migrating　process　of　solute　under　different　adsorption　mode　was　analyzed.　The　results　show　that　the　consolidation　deformation　has　a　permanent　retarding　effect　on　the　transport　process　of　solute,　which　leads　to　the　decrease　of　transport　depth　of　solute.　The　adsorption　mode　does　not　have　the　essential　influence　on　the　transport　law　of　solute,　but　it　has　apparent　impact　on　the　transport　velocity　of　solute,　and　moreover　the　influence　gradually　increases　with　time.