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Reactivation of variably sealed joints and permeability enhancement in geothermal reservoir rocks.
Kushnir, Alexandra R L; Heap, Michael J; Baud, Patrick; Reuschlé, Thierry; Schmittbuhl, Jean.
Afiliación
  • Kushnir ARL; Present Address: Rock Physics and Geofluids Laboratory (RPGL), IIC, ENAC, École polytechnique fédérale de Lausanne, Station 18, CH-1015 Lausanne, Switzerland.
  • Heap MJ; Insitut Terre et Environnement de Strasbourg, UMR 7063, Université de Strasbourg, CNRS, 5 Rue René Descartes, 67084 Strasbourg, France.
  • Baud P; Insitut Terre et Environnement de Strasbourg, UMR 7063, Université de Strasbourg, CNRS, 5 Rue René Descartes, 67084 Strasbourg, France.
  • Reuschlé T; Institut Universitaire de France (IUF), Paris, France.
  • Schmittbuhl J; Insitut Terre et Environnement de Strasbourg, UMR 7063, Université de Strasbourg, CNRS, 5 Rue René Descartes, 67084 Strasbourg, France.
Geotherm Energy (Heidelb) ; 11(1): 32, 2023.
Article en En | MEDLINE | ID: mdl-38026831
ABSTRACT
Hydraulic stimulation of enhanced deep geothermal reservoirs commonly targets pre-existing joint networks with the goal of increasing reservoir permeability. Here, we study the permeability and strength of joint-free and jointed Buntsandstein sandstones from the EPS-1 exploratory borehole at the Soultz-sous-Forêts geothermal site (France). The studied jointed samples contain naturally formed fractures that are variably filled with secondary mineralisation. We find that the permeability of these rocks is more sensitive to the presence and orientation of bedding than to the presence of joints at the scale of the samples permeability is lowest in samples where bedding is oriented perpendicular to the direction of fluid flow. While well-sealed joints can act as barriers to fluid flow, partially filled joints neither inhibit nor promote fluid flow with respect to their joint-free counterparts. These samples were then deformed under triaxial conditions to assess (1) whether deformation reactivates pre-existing joints, and (2) how permeability changes as a result of deformation. We find that the mechanical response of the rocks depends on the extent to which joints are sealed. Well-sealed joints locally increase rock strength and experimentally induced fractures do not exploit pre-existing joint surfaces; partially sealed joints, by contrast, act as planes of weakness that localise strain. Although the permeability of all samples increased during deformation, permeability increase was largest in samples with poorly filled joints. We conclude that hydraulic stimulation operations must carefully consider the extent to which targeted joint networks are filled. Partially sealed joints are ideal targets for stimulation these features act as planes of weakness within the rock mass and their reactivation can result in significant increases in permeability. By contrast, well-sealed joints may increase rock strength locally and may never reactivate during stimulation, making them poor targets for permeability enhancement. Supplementary Information The online version contains supplementary material available at 10.1186/s40517-023-00271-5.
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Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Geotherm Energy (Heidelb) Año: 2023 Tipo del documento: Article País de afiliación: Suiza

Texto completo: 1 Colección: 01-internacional Base de datos: MEDLINE Idioma: En Revista: Geotherm Energy (Heidelb) Año: 2023 Tipo del documento: Article País de afiliación: Suiza
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