The problem of hydraulic fracturing has been the subject of several studies in recent years, including different proposals for analytical, experimental, and numerical models. This interest is justified by the complexity of the problem and its great relevance, with applications in various areas including the industrial, energy and engineering sectors. Several applications deal with natural reservoirs which are usually characterized by the presence of inclusions, heterogeneities and natural fractures, the latter being the subject of this study. These pre-existing fractures affect the circulation of the pressurized fluid inserted into the reservoir, influencing the path of the hydraulic fracture. The interaction between hydraulic and natural fractures generates complex fracture propagation patterns involving arrest, cross and branch phenomena between the cracks. In this sense, an interesting approach to modeling hydraulic fracturing is the use of phase-field models (PFM). Through its variational approach, the PFM is able to automatically deal with any number of cracks without restricting their shapes or trajectories and the crack path is obtained directly as part of the solution to the energy minimization problem. Therefore, this paper proposes a study of the interaction between hydraulic fractures and different networks of pre-existing natural fractures using a PFM that considers the pressure load on the surface of the hydraulic fractures. Numerical examples are presented to illustrate different possible interactions between the cracks and to explore different initial crack scenarios. All simulations were performed using the INSANE (INteractive Structural ANalysis Environment) software.
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