THMC constitutive model for membrane geomaterials based on Mixture Coupling Theory

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Abstract

Modelling of coupled thermal (T), hydro (H), mechanical (M) and chemical (C) processes in geomaterials has attracted attention in the past decades due to many significant contemporary engineering applications such as nuclear waste disposal, carbon capture and storage etc. However, in very-low permeability membrane geomaterials, the couplings between chemical osmosis and thermal osmosis and their consequent influence on temperature, water transport and mechanical deformation remain as a long-lasting challenge due to the gap between geomechanics and geochemistry. This paper extends Mixture Coupling Theory by bridging the chemical-thermal field based on non-equilibrium thermodynamics, and develops a new constitutive THMC fully-coupled model incorporating the interactions between chemical and thermal osmosis. Classic Darcy's law has been fundamentally extended with osmosis as the major driving force of the diffusion process. A simple numerical simulation used for the demonstration purpose has illustrated that the couplings between chemical and thermal osmosis will significantly change the water flow directions, consequently influencing the saturation variation and mechanical deformation.

Introduction

Very low permeability geomaterials can act as actual semi-permeable membranes, having good functions for chemical retardation or sorption (Chen & Hicks, 2013). They are widely used in engineering applications such as nuclear waste disposal, carbon capture and storage, landfill etc (Chen et al., 2016). Due to the low permeability, hydraulic flow is not the dominant form of fluid movement (Ghassemi & Diek, 2003). Thermal and chemical gradients will induce fluid flux into or out of the formation, leading to thermal and chemical osmosis (Schlemmer et al., 2003). The chemical osmosis flow direction is from lower chemical concentration to higher chemical concentration, and maybe opposite to the pressure gradient-induced flow direction, thereby reducing the flow velocity (Ghaffour et al., 2013). Similarly, temperature gradient would also cause a thermal osmosis flow, which has been observed in different experiments (Dirksen, 1969, Srivastava & Avasthi, 1975). This kind of flow may occur from high temperature to low temperature or in the opposite direction (Goncalves et al., 2012), depending on the entropy difference between water in the membrane and external to the membrane(Kim and Mench, 2009).

Coupled thermal (T), hydraulic (H), mechanical (M) and chemical processes (C) have been studied mainly by three theoretical approaches, namely: the mechanics approach, the mixture theory approach, and Mixture Coupling Theory (Chen & Hicks, 2011, Chen et al., 2013, Chen et al., 2018). The mechanics approach is based on the classic consolidation theory of Terzaghi (Terzaghi, 1943) and Biot (Biot, 1962, Biot & Temple, 1972). This approach focuses on the macroscopic process of THMC (e.g. pressure/displacement/concentration/temperature). This makes it very practical since the equations may be specially developed for the intended specific application without deep understanding of the microscopic mechanisms. A lot of research has been done using this approach (Seetharam et al., 2007, Huyghe & Janssen, 1999, Graziani & Boldini, 2011, Lewis & Schrefler, 1987). However, the theoretical foundation of the mechanics approach has led to the difficulties of coupling of chemical processes (micro-process dominated), due to the gap between geophysics and geochemistry. The mechanics approach has tried to borrow uncoupled equations from other disciplines to form new governing equations to overcome the challenge. However, such governing equations are highly semi-empirical and rely heavily on experiments, hence they are not rigorously mathematically derived. Mixture theory was firstly developed by Truesdell (Truesdell, 1957) and further extended by Bowen (Bowen, 1984, Bowen, 1980) and Rajagopal & Tao (Rajagopal & Tao, 1995, Rajagopal & Tao, 2005, Rajagopal, 2007). This approach gives detailed couplings between solids and fluids. Mixture theory maintains the individuality of the constituents, which has led to the difficulties of obtaining detailed interaction information between constituents and therefore restricted its application.

Mixture coupling theory originates from mixture theory, but adopts Biot's poroelasticity viewing a fluid-infiltrated rock/soil as a single continuum and employs thermodynamic force-flux couplings, rather than introducing body forces between the constituents in the constituent equilibrium equations (or constituent equations of motion in the general case) as in classic mixture theory (Heidug & Wong, 1996). This approach combines Biot's theory and non-equilibrium thermodynamics. It simplifies the variables of interactions between solids particles which are normally difficult to obtain in geomaterials, and enables incorporating the well-developed continuum mechanics for solids deformation. By using fundamental principles of non-equilibrium thermodynamics (e.g. entropy), mixture coupling theory is capable of mathematically building the coupling between energy and dynamics in the mixture system, and has the potential to smoothly bridge geomechanics and geochemistry (Chen & Hicks, 2013, Chen et al., 2016, Chen, 2010, Chen, 2013, Chen et al., 2009).

In this paper, a new coupled THMC formulation has been developed by extending mixture coupling theory. Classic Darcy's law has been extended to include coupled chemical osmosis and thermal osmosis through using standard arguments of non-equilibrium thermodynamics. Helmholtz free energy has been used to derive the relationship between solid and fluid phase and thermal behaviour. A simple numerical model has been given to illustrate the influence of chemical osmosis and thermal osmosis.

Section snippets

Balance and conservation equations

The mixture within a porous medium contains β states of matter which may include solids (denoted as subscript s), liquids (l), and gases (g); α constituents (α=1:n) which may include examples as water (denoted as w) or chemicals (as c in general). One state of matter may consist of multiple constituents, if there is only one constituent in a matter state, it leads to a simplified β=α. V is a selected microscopic volume of an arbitrary domain within the porous medium and S is its boundary that

Constitutive relations

Following the discussion of the balance equations in section 2, this section will establish the coupled relationship between the solid/liquid and the stress, strain and temperature response, using the dissipation function.

Constitutive equations structure

For reasons of convenience, the dual potential (the solid deformation energy) is used asW=(ΨJϕψpore)pporeυ

By substituting eqn. (38) into the time derivative of W, it satisfies the relationshipW˙(E,ppore,T)=tr(TE˙)υp˙poreHsT˙ which indicates that Wis a function of E, ppore and T, and expressions forT, υ and Hs may be obtained.

SinceW˙(E,ppore,T)=(WEij)ppore,TE˙ij+(Wppore)Eij,Tp˙pore+(WT)Eij,pporeT˙ the following equations are obtained:Tij=(WEij)ppore,T,υ=(Wppore)Eij,T,Hs=(WT)Eij,

Solids

The non-linearity of the equations is of a geometrical nature and associated with large deformations. For isotropic materials, the tensors Mij and Sij are diagonal; that is, they can be written in the form of scalars ζand ωT, as follows:Mij=ζδijSij=ωTδij and the elastic stiffness Lijklcan be formed as a fourth-order isotropic tensorLijkl=G(δikδjl+δilδjk)+(K2G3)δijδklwhere Gis the rock shear modulus and K the bulk modulus.

With the assumption of small strains, the governing stress (eqn. (43))

Numerical results for coupled thermal and chemical osmosis

This section focuses on the influence of coupled chemical osmosis and thermal osmosis induced flow, and their consequent influence on THMC processes. The governing eqns. (54), 62, 67, (70) are solved by using the classic finite element method (Lewis & Schrefler, 1987) for variables of the displacement vector

d, liquid pressure pl, chemical concentration cc, and temperature T.

A simple numerical model has been established to simulate the mechanical behaviour of an unsaturated very-low permeability

Conclusion

In this paper, a new THMC model has been presented incorporating coupled chemical osmosis and thermal osmosis based on mixture coupling theory. Classic Darcy's law has been extended considering the respective osmotic flux components. The numerical model has illustrated the influence of chemical osmosis and thermal osmosis on the mechanical behaviour of unsaturated rock. Chemical osmosis and thermal osmosis have both been found to induce fluid flux movement and alter the pressure distribution in

Declaration of Competing Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgements

The first author acknowledges the CERES studentship from the university of Leeds, the second author acknowledges the financial support by a University of Leeds Research Grant (40711500). The third and fifth authors acknowledge the financial support by the Welsh European Funding Office (WEFO) through the FLEXIS project.

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