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Hydraulic Fracture Propagation Across Pre-existing Discontinuities in an Anisotropic Rock: Experimental Evidence and Insights from Scaling Relations

  • Guanyi Lu
  • , Andreas Möri
  • , Seyyedmaalek Momeni
  • , Brice Lecampion

Research output: Contribution to journalArticlepeer-review

Abstract

Laboratory experiments have been conducted on anisotropic slate specimens to study the behavior of hydraulic fractures (HFs) when encountering discontinuities. The experiments target specific propagation regimes, including toughness-dominated, lag-viscosity-dominated, and transitional regimes, to examine the influence of rock discontinuities on HF growth paths. Our experimental observations reveal that planar HF propagation is favored in the transitional and lag-viscosity-dominated regimes, where HFs exhibit a greater tendency to cross rock discontinuities. In contrast, a significant influence of discontinuity planes is observed in the toughness-dominated experiments, leading to HF diversion or arrest of the HF. The complexity of fracture paths is found to be closely tied to a dimensionless toughness parameter derived from scaling relations. This study highlights the pivotal role of hydromechanical characteristics in shaping complex HF patterns in anisotropic rocks with pre-existing discontinuities.

Original languageEnglish (US)
Article number111395
JournalRock Mechanics and Rock Engineering
DOIs
StateAccepted/In press - 2025
Externally publishedYes

Bibliographical note

Publisher Copyright:
© The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature 2025.

Keywords

  • Complex fracture networks
  • Fracture–discontinuity interaction
  • Hydraulic fracture
  • Propagation regimes
  • Rock anisotropy
  • Scaling analysis

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