On the development of a model of coupled heat and moisture transfer in unsaturated soil
The salient characteristics of a model of coupled heat and mass transfer in unsaturated soil are presented as a subset of a more complex model of the thermal–hydraulic–mechanical behaviour of unsaturated soil currently under development. Liquid and vapour flow continuity are considered separately before combining the two into a conservation of mass equation. Heat transfer by means of conduction, latent heat of vaporisation effects, and sensible heat transfer are included. A numerical simulation of the complete formulation is achieved via the use of the finite element method for spatial discretisation, with the time varying behaviour accommodated by a finite difference technique. An application of the model to the simulation of well-controlled laboratory experiments of heat and mass transfer in nondeforming medium sand is presented. Good correlation is obtained. Confidence in the approach developed is therefore achieved before proceeding to simulate the combination of the above flow processes with the deformation of engineered clay barriers. Key words : temperature, heat transfer, moisture flow, unsaturated soil, numerical model, experimental results, numerical simulation.