Injection-induced aseismic slip in tight fractured rocks
Federico Ciardo, Brice Lecampion

TL;DR
This study models fluid injection in fractured rocks, revealing how fracture orientation and stress conditions influence aseismic slip and its relation to injected volume, with implications for understanding subsurface fluid-induced seismicity.
Contribution
The paper extends single-fracture aseismic slip models to complex 2D fracture networks, deriving closed-form solutions and identifying key parameters governing slip behavior.
Findings
Aseismic slip is governed by a single dimensionless parameter T.
In critically stressed conditions, slip propagates rapidly regardless of network percolation.
Aseismic moment scales quadratically with injected volume in both stress regimes.
Abstract
We investigate the problem of fluid injection at constant pressure in a 2D Discrete Fracture Network (DFN) with randomly oriented and uniformly distributed frictionally-stable fractures. We show that this problem shares similarities with the simpler scenario of injection in a single planar shear fracture, investigated by Bhattacharya and Viesca (2019); Viesca (2021) and whose results are here extended to include closed form solutions for aseismic moment as function of injected volume Vinj. Notably, we demonstrate that the hydro-mechanical response of the fractured rock mass is at first order governed by a single dimensionless parameter T associated with favourably oriented fractures: low values of T (critically stressed conditions) lead to fast migration of aseismic slip from injection point due to elastic stress transfer on critically stressed fractures. In this case, therefore, there…
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