Numerical Modeling of Crack Propagation in Fractured Rock Systems

Summary

Numerical modelling of crack propagation in fractured rock systems has emerged as an essential tool for assessing the stability of underground excavations, the integrity of geological reservoirs and the response of rock masses to natural and engineered loading. By representing rock as a discontinuous medium, modern approaches capture the initiation, growth and coalescence of fissures under static, dynamic and coupled hydro-thermo-mechanical conditions. Meshfree techniques such as smoothed particle hydrodynamics (SPH) and hybrid finite-discrete element methods allow for seamless transition from continuum deformation to discrete fracture, while advanced measurement algorithms improve the quantification of crack opening displacement in complex multi-fracture scenarios. These computational advances underpin safer tunnel design, more effective hydraulic fracturing operations and refined models of seismic damage in rock infrastructures, offering predictive insight for civil, mining and energy industries worldwide.

Research from Nature Portfolio

Recent studies have refined the measurement of fracture opening in rock specimens under complex multi-crack conditions. An improved virtual extensometer method corrects for digital image correlation errors by accounting for temporal and spatial development of strain localisation, achieving less than 4 % error in crack opening displacement across multiple crack networks. In the context of dynamic loading, a hybrid finite-discrete element method incorporating a frequency-dependent cohesive-zone model has been applied to sandy mudstone. This framework captures the transition from continuous deformation to discrete fragmentation, demonstrating that cyclic loading frequency elevates compressive strength and alters failure modes, thereby offering new perspectives on seismic-induced cracking and rock mass resilience.

Numerical Modeling of Crack Propagation in Fractured Rock Systems publication trend

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

Technical terms

Smoothed Particle Hydrodynamics (SPH): A meshfree, particle-based method for solving continuum mechanics equations without fixed connectivity.

Total Lagrangian SPH (TLF-SPH): A variant of SPH that computes kernel functions in the initial configuration for enhanced stability and efficiency.

Crack Opening Displacement (COD): The separation distance between opposing faces of a propagating crack, used to quantify fracture growth.

Hybrid Finite-Discrete Element Method (HFDEM): A numerical approach combining continuum finite element and discrete element formulations to model fracture initiation and propagation.

Cohesive-Zone Model: A constitutive law describing the stress-separation relationship ahead of a crack tip, governing fracture initiation and progression.

Hydro-Thermo-Mechanical Coupling: The simultaneous simulation of fluid flow, heat transfer and mechanical deformation within a rock mass.

References

  1. Improved virtual extensometer measurement method in complex multi-fracture situation. Scientific Reports (2022).
  2. A hybrid finite-discrete element method for modelling cracking processes in sandy mudstone containing a single edge-flaw under cyclic dynamic loading. Scientific Reports (2024).
  3. A coupled hydro-thermo-mechanical model based on TLF-SPH for simulating crack propagation in fractured rock mass. Geomechanics and Geophysics for Geo-Energy and Geo-Resources (2024).
  4. An Extended Hydro-Mechanical Coupling Model Based on Smoothed Particle Hydrodynamics for Simulating Crack Propagation in Rocks under Hydraulic and Compressive Loads. Materials (2023).
  5. Numerical Simulation Analysis of Fracture Propagation in Rock Based on Smooth Particle Hydrodynamics. Materials (2023).
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