Hydromechanical Coupling in Fractured Rock Systems

Summary

Hydromechanical coupling in fractured rock refers to the two-way interaction between fluid flow and mechanical deformation within fractured geological media. Fracture networks act as primary conduits for groundwater, hydrocarbons and geothermal fluids, while stress changes modify fracture apertures, connectivity and permeability. Conversely, fluid pressure changes can induce rock deformation, alter stress distributions and even trigger slip along pre-existing faults. Understanding this interplay is crucial for safe underground construction, reservoir management, carbon storage and seismic hazard assessment. Advances in numerical modelling, laboratory experimentation and field monitoring have revealed mechanisms ranging from poroelastic stress transfer and shear dilation to fracture propagation and contact dynamics. These processes govern flow localisation, anisotropy of permeability and long-term stability of engineered and natural subsurface systems. Global efforts have focused on integrating multi-scale observations and predictive models to inform risk mitigation in disciplines as diverse as tunnel excavation, nuclear waste disposal and geothermal energy extraction.

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Hydromechanical Coupling in Fractured Rock Systems publication trend

The graph below shows the total number of articles in hydromechanical coupling in fractured rock systems across all publications each year (not limited to Nature Index journals).

Technical terms

Hydromechanical coupling: Two-way interaction between fluid pressure and mechanical deformation in rock masses.

Discrete Fracture Network (DFN): A conceptual model treating fractures as individual planar features governing flow and deformation.

Poroelasticity: Elastic response of a fluid-saturated porous medium to changes in stress and pressure.

Fracture aperture: The open gap between opposing fracture walls, controlling hydraulic conductivity.

Shear dilation: Increase in fracture opening due to shear displacement and asperity movement.

Permeability anisotropy: Directional variation in fluid conductivity arising from fracture orientation and stress state.

References

  1. Causal mechanism of Gotthard Base Tunnel-induced ground deformation: Insights from 3D fully-coupled hydro-mechanical simulation and comparison to field measurements. International Journal of Rock Mechanics and Mining Sciences (2023).
  2. Multi-scale Coupled Processes Modeling of Fractures as Porous, Interfacial and Granular Systems from Rock Images with the Numerical Manifold Method. Rock Mechanics and Rock Engineering (2021).
  3. A continuum model for coupled stress and fluid flow in discrete fracture networks. Geomechanics and Geophysics for Geo-Energy and Geo-Resources (2016).

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