A fully coupled THM model for saturated soil based on non-equilibrium thermodynamic approach is developed. In the model, THM coupling processes are described by a set of migration coefficient model and energy functions from which constitutive relations of all fields are deduced theoretically. Granular entropy is introduced to describe the interparticle movement and respective non-elastic dissipation, and a mechanical constitutive model without yield surface is established. Conversion from bound pore water to free pore water induced by temperature elevating is considered in the model to simulate thermal-induced consolidation. © Springer-Verlag Berlin Heidelberg 2013.
CITATION STYLE
Zhang, Z., & Cheng, X. (2013). Formulation of Tsinghua-thermosoil model: A fully coupled THM model based on non-equilibrium thermodynamic approach. Springer Series in Geomechanics and Geoengineering, 3, 155–161. https://doi.org/10.1007/978-3-642-32492-5_18
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