Laboratory of Complex Fluids/Geomechanics Group at Université de Pau et des Pays de l’Adour
Geomechanics of Porous Materials
Mass transfer in tight porous materials is an issue which encompasses many engineering challenges: oil and gas production, confinement of nuclear and industrial waste, serviceability of pressure vessels, water treatment, geo-sequestration of CO2,… One of the key challenges is the assessment of the tightness of storage facilities or the enhancement of the production capacities of non conventional reservoirs omnipresent on Earth. In tight gas reservoir production, the extraction capacities are currently limited to 3% and the understanding of this limitation is critical to enhance permeability and thus recovery. Classical engineering approaches in which a linear fluid flow at the microscopic level of pores (Stokes equations) can be captured by a linear fluid conduction law (Darcy’s equation) at macroscopic scales fail in the case of multi-phase and multi-component flows, in sub-micron porous materials (with permeability lower than 100 mD). A proper understanding of the various mass transfer mechanisms and the fluid-solid interactions is required.
Our research focuses on fluid flow in submicron- and micro-porous materials with evolving microstructure (with pores under 2nm and between 2 and 50 nm, respectively). We follow multidisciplinary and multiscale approaches that encompass the physics and chemistry of surfaces and interfaces, poromechanics, fluid mechanics and thermodynamics. We develop robust poromechanical failure models that combine nonlocal mechanics with a proper account of fluid confinement effects and/or phase changes and multicomponent saturation conditions. This includes physical-chemical phenomena, such as wetting, adsorption and confinement effects, that have a deep influence on static and dynamic thermophysical properties of surfaces in porous materials. Significant progress can be achieved by combining molecular dynamics or Monte Carlo simulations and macroscopic density functional theories. Our aim is to extend this methodology to the description of complex and multicomponent systems reproducing as closely as possible real petroleum fluids (e.g. natural gas) in contact with porous or patterned substrates. We also employ such a bottom-up MD simulation approach for flow in sub micrometric pores to derive meso-and macro-models.
Set within the framework of nonlocal modeling of failure and size effects, we linked the evolution of the intrinsic permeability with moderate applied load to the degradation of elastic stiffness. Estimates of crack opening extracted from continuum-based computations have been proposed. At the onset of localization of damage and microcracking, the flow pattern switches from a continuum-type flow to a Poiseuille-type flow inside cracks controlled by crack opening. A computational model that matches the two asymptotic cases has been developed. Adsorption effects at the interface between a solid and a simple gas have been characterized experimentally, and consistent models from MD, Monte Carlo Simulations and density functional theories have been achieved. These models serve currently as a basis for revisiting the concept of effective stress in sub-microporous materials.
- M. Choinska, Khelidj A, Chatzigeorgiou G, Pijaudier-Cabot G., “Effects and interactions of temperature and stress-level related damage on permeability of concrete”, Cem Concr Res, 2007, 37(1): 79-88.
- G. Galliero, M. Pineiro, B. Mendiboure, C. Miqueu, T. Lafitte, D. Bessieres. “Interfacial properties of the Mie n-6 fluid: Molecular simulations and gradient theory results”, Journal of ChemicalPhysics, 2009, 130 104704, 1-10.
- G.Pijaudier-Cabot, Dufour F., Choinska M., “Permeability due to the increase of damage in concrete: from diffuse to localised damage distributions”, J. Engrg. Mech. ASCE, 2009, 135, 1022–1028.
- F. Dufour, Pijaudier-Cabot G., Choinska M., Huerta A., “Extraction of a crack opening from a continuous approach using regularized damage models”, Computers & Concrete, 2008, 5(4) 375-388.