Additional　loading　due　to　the　weight　of　the　waste　in　landfills　results　in　consolidation　and　deformation　of　clay　liners　beneath,　which　will　induce　changes　in　the　inner　structure　and　permeability　of　the　clay　liners.　Based　on　combination　of　Biot　consolidation　theory　and　solute　transport　theory,　a　three-dimensional　coupled　model　describing　solute　transport　in　deforming　soil　has　been　proposed,　taking　account　of　the　effect　of　consolidation　on　solute　transport　processes.　The　consolidation　and　transport　equations　are　linked　by　choosing　the　permeability　coefficients　as　the　coupled　parameter.　The　effects　of　different　adsorption　modes　on　solute　transport　processes　in　deforming　soil　under　two　conditions　are　studied:　the　solute　source　concentration　remains　constant　or　degrades　with　time.　The　solute　concentration　versus　space　with　degraded-concentration　source　increases　gradually　and　reaches　a　peak　value　at　a　certain　depth　in　the　vertical　section　or　at　a　certain　position　in　the　horizontal　section,　and　then　decreases,　which　is　very　different　from　that　with　the　constant-concentration　source.