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Laboratory Fracture Slip and Seismicity Subjected to Fluid Injection-Related Stress and Pressure Paths

  • Wenzhuo Cao
  • , Ru Zhang
  • , Xiaofang Nie
  • , Li Ren*
  • *Corresponding author for this work

Research output: Contribution to journalArticleAcademicpeer-review

Abstract

Causal mechanisms for fluid injection-induced seismicity are characterised by various stress paths to drive slippage of underlying fractures. Investigation into the role of stress paths on the fracture slip behaviour and seismic response is crucial for understanding causal mechanisms for induced seismicity. In this work, novel experimental stress and pressure paths were proposed to induce fracture slip in a fashion that decouples fracture normal and shear stresses, whilst maintaining the same rate to approach slippage (the same Coulomb stress change rate). Laboratory experiments were carried out on a shale sample to simulate slippage along a pre-existing fracture under three fluid injection-related stress and pressure paths, i.e. pore pressure elevation, fracture normal stress relaxation, and fracture shear stress increase. Seismic stable fracture slip characterised by frictional strengthening occurred in these experiments, and the time-varying friction of the fracture was reasonably described by the rate-and-state friction law. The pore pressure elevation and fracture normal stress relaxation paths at the same stressing rate caused similar fracture slip and seismicity behaviour, and can be considered to be equivalent. Results have shown a transition from quasi-static to dynamic fracture slip under both fracture effective normal stress relaxation paths, but not under the fracture shear stress increase path. This indicates that the fracture effective normal stress relaxation tends to cause accelerating slip, whilst the fracture shear stress increase initiates prolonged gradual slip. Accumulative seismic moment scales linearly with fracture slip duration, which implies that fracture shear stress increase causes larger seismic moment than fracture effective normal stress relaxation paths.

Original languageEnglish
Pages (from-to)1245-1261
Number of pages17
JournalRock Mechanics and Rock Engineering
Volume57
Issue number2
DOIs
Publication statusPublished - Feb 2024

Bibliographical note

Publisher Copyright:
© The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature 2023.

Funding

The authors express their sincere gratitude to the anonymous reviewers for their comments to improve the quality of the paper. This work was financially supported by the National Natural Science Foundation of China (Grant No. 12172240), the Science and Technology Department of Sichuan Province (Grant No. 2021YFH0030) and the Open Research Fund of the Key Laboratory of Deep Earth Science and Engineering, Sichuan University (Grant No.: DESE 202101) for their support of this research.

FundersFunder number
Open Research Fund of the Key Laboratory of Deep Earth Science and Engineering
National Natural Science Foundation of China12172240
Science and Technology Department of Sichuan Province2021YFH0030
Sichuan UniversityDESE 202101

    Keywords

    • Induced seismicity
    • Seismic fault slip
    • Stress path
    • Subsurface fluid injection

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