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Erschienen in: Rock Mechanics and Rock Engineering 10/2023

07.07.2023 | Original Paper

Laboratory Study on Injection-Induced Fault Activation and Slip Behavior on Fractures with Specified Roughness in Sandstone

verfasst von: Bolun Zhang, Fujian Yang, Dawei Hu, Hui Zhou

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 10/2023

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Abstract

It is widely acknowledged in current research that underground fluid injection activities may induce earthquakes, which has become a significant factor in constraining the exploitation of underlying resources. To better understand the effects of fault properties on injection-induced fault activation and shear slip behavior, sandstone samples containing single fractures with different roughness were prepared, and fluid was injected into the critically stressed samples under constant normal stress. The results show that the critical injection pressure, as well as the fluid overpressure ratio, decreases with increasing roughness. Rough fractures present an obvious dilatancy followed by shear slip mode, while dilatancy and shear slip occur almost simultaneously for smooth fractures. All fractures undergo varying degrees of abrasion failure, but shearing-off failure appears only on the roughest fractures where the damage is severe, and the failure types are contributed to the change in permeability. Further investigation reveals that the fluid overpressure ratio depends on the fluid diffusion rate which determines the homogeneity of the fluid pressure distribution over the fracture at the given injection rate. Since the peak slip rate is in the range of slow slip events in natural faults with apparent slip velocity variation and negligible stress drop, the injection-induced instability exhibits quasi-dynamic sliding and is insignificantly correlated with roughness. In terms of energy release, rough fractures accumulate more elastic energy in the critical state, so more seismic moment is released during the injection-induced slip process.

Highlights

  • The critical injection pressure and the fluid overpressure ratio decreased with increasing roughness.
  • Rough fractures underwent significant normal displacement before injection-induced activation.
  • The propping of fracture asperities and shearing-off failure boosted the permeability of the fracture, while the abrasion failure caused blockage of the permeate path, and the permeability abated instead.
  • The injection-induced instability exhibited quasi-dynamic sliding with a low correlation with roughness.

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Metadaten
Titel
Laboratory Study on Injection-Induced Fault Activation and Slip Behavior on Fractures with Specified Roughness in Sandstone
verfasst von
Bolun Zhang
Fujian Yang
Dawei Hu
Hui Zhou
Publikationsdatum
07.07.2023
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 10/2023
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-023-03439-4

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