Abstract
Quantitative characterisation of multiscale mechanical failure in heterogeneous coal is critical for mitigating subsurface engineering risks, such as borehole instability and hydraulic fracture containment failure during geoenergy extraction. However, accurate predictive modelling is hindered by the intrinsic disconnect between microscopic sedimentary textures and macroscopic engineering responses. To delineate the controls governing multiscale mechanical behaviour, we employed an integrated methodology combining non-destructive geophysical evaluation, advanced experimental mechanics, and grain-based discrete element modelling (GBM-DEM). Specifically, ultrasonic testing and high-fidelity in situ X-ray computed tomography (CT) under varying triaxial confining pressures were used to capture the dynamic evolution of damage and stress-induced anisotropy. This workflow is complemented by a novel deep-learning segmentation approach (MSR-EnlightenGAN-DeepLabV3+) to resolve sub-resolution natural fracture networks, enabling the reconstruction of high-precision digital rock models. By explicitly mapping the micro-mechanical contrast between brittle vitrinite matrices and stiff inertinite inclusions via nanoindentation and a dual-channel neural network (ResNet34-MLP), we revealed a hierarchical control system governing damage evolution. We observed a distinct “mechanical invasion” phenomenon, in which stiff inertinite grains act as stress concentrators, inducing localised shear bands that propagate into the softer vitrinite matrix. Crucially, our quantitative results demonstrate that primary sedimentary fabrics—specifically the vitrinite-to-inertinite ratio—override post-depositional thermal maturity in dictating the fundamental mechanical strength and failure modes. Furthermore, the anisotropy induced by historical stress states and natural fractures significantly dictates the structural damage pathways. This study established a mechanism-based upscaling framework that translates microstructural geological attributes into macroscopic failure criteria and proposes that simple macrolithotypes serve as a robust, cost-effective geological index for rapid stability assessment in underground engineering projects.
| Original language | English |
|---|---|
| Article number | 106629 |
| Number of pages | 17 |
| Journal | International Journal of Rock Mechanics and Mining Sciences |
| Volume | 206 |
| Early online date | 14 Jul 2026 |
| DOIs | |
| Publication status | E-pub ahead of print - 14 Jul 2026 |
Data Availability Statement
The original models of the algorithms employed in this study are explained in the text with regard to their origins and construction methods. These include the DeepLabv3plus model requiring self-training parameters, with our proposed training methodology, model parameters, and prediction approach detailed in Zenodo70. The ResNet network components within the single-channel and dual-channel neural networks used for predicting micro-mechanical parameters are documented in Zenodo71, including our training dataset, network architecture, and generated results. The GBM-PFC model for micro-mechanical parameter modelling is detailed in Zenodo72 Supplementary nanoindentation data, both utilised and unused in the main text, are available in Zenodo73.Funding
This research was funded by the National Key R&D Program of China (2024YFC2909400), the National Natural Science Foundation of China (grant nos. 42372195 and 42130806), the Fundamental Research Funds for the Cornell University (grant no. 2652022207 and 2652023001) and the Scientific Research Innovation Capability Support Project for Young Faculty (Grant no.: ZYGXQNJSKYCXNLZCXM-E14).
| Funders | Funder number |
|---|---|
| National Key Research and Development Program of China | 2024YFC2909400 |
| National Natural Science Foundation of China | 42372195 , 42130806 |
| Cornell University | 2652022207 , 2652023001 |
Keywords
- Multiscale analysis
- Heterogeneous characterisation
- Machine learning
- Discrete element
- Quantitative prediction
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