Sensitivity of shear wave splitting to fracture connectivity

Détails

Ressource 1Télécharger: manuscript-0822 (1).pdf (1723.12 [Ko])
Etat: Public
Version: de l'auteur⸱e
Licence: CC BY 4.0
ID Serval
serval:BIB_095AE2D23F29
Type
Article: article d'un périodique ou d'un magazine.
Collection
Publications
Institution
Titre
Sensitivity of shear wave splitting to fracture connectivity
Périodique
Geophysical Journal International
Auteur⸱e⸱s
He Yanbin, Rubino J Germán, Barbosa Nicolás D, Solazzi Santiago G, Favino Marco, Chen Tianning, Gao Jinghuai, Holliger Klaus
ISSN
0956-540X
1365-246X
Statut éditorial
Publié
Date de publication
18/09/2023
Peer-reviewed
Oui
Volume
235
Numéro
3
Pages
2476-2481
Langue
anglais
Résumé
Shear wave splitting (SWS) is currently considered to be the most robust seismic attribute to characterize fractures in geological formations. Despite its importance, the influence of fluid pressure communication between connected fractures on SWS remains largely unexplored. Using a 3-D numerical upscaling procedure based on the theory of poroelasticity, we show that fracture connectivity has a significant impact on SWS magnitude and can produce a 90° rotation in the polarization of the fast quasi-shear wave. The simulations also indicate that SWS can become insensitive to the type of fluid located within connected fractures. These effects are due to changes of fracture compliance in response to wave-induced fluid pressure diffusion. Our results improve the understanding of SWS in fractured formations and have important implications for the detection and monitoring of fracture connectivity in hydrocarbon and geothermal reservoirs as well as for the use of SWS as a forecasting tool for earthquakes and volcanic eruptions.
Mots-clé
Shear-wave splitting, Fractures, Fracture and flow, Acoustic properties, Seismic anisotropy
Financement(s)
Fonds national suisse / 196037
Fonds national suisse / 180112
Fonds national suisse / 178946
Création de la notice
06/10/2023 14:43
Dernière modification de la notice
14/05/2024 7:26
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