Physics-guided multimodal deep learning reveals determinants of rock brittleness across scales

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Qing Du , Xiaoju Kuang , Jiancheng Huang , Jincheng Liang , Danli Li , Shijiao Yang
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Abstract

This study proposes a physics-guided multimodal deep learning method for predicting rock brittleness from integrated microstructural and compositional data. The multimodal framework was constructed by integrating scanning electron microscopy (SEM), energy dispersive spectroscopy (EDS), and X-ray diffraction (XRD) data. Vision Transformers were employed for microstructural image analysis, while specialized neural networks were designed for compositional data processing. Feature fusion was achieved through attention-based mechanisms to maintain physical interpretability. The multimodal approach significantly outperformed single-modality methods (R2 = 0.995, RMSE = 0.065, MAE = 0.051). Feature correlation analysis was conducted to identify key determinants, revealing Si/Al ratio, quartz content, and porosity as primary controlling factors. Laboratory validation was performed using three representative rock types (granite, red sandstone, and green sandstone) through uniaxial compression tests. The model predictions showed excellent agreement with experimental brittleness indices, demonstrating superior discrimination capability with expanded dynamic range compared to traditional methods (B1, B2). Fragmentation analysis using mean particle size (dm) provided additional validation, confirming the trend that predicted brittleness increases as post-failure particle size decreases. Granite samples exhibited the highest brittleness (Bpred = 3.62–4.87) and finest fragmentation (dm = 16.8–19.5 mm), while green sandstone showed the lowest brittleness (Bpred = 0.74–0.95) and coarsest fragmentation (dm = 21.3–30.7 mm). The results demonstrate that the proposed multimodal deep learning framework effectively captures the complex relationships between microstructural features and rock brittleness, offering significant potential for accurate brittleness prediction and enhanced understanding of rock failure mechanisms.
物理引导的多模态深度学习揭示了岩石脆性的决定因素
该研究提出了一种物理指导的多模态深度学习方法,用于从综合微观结构和成分数据中预测岩石脆性。通过对扫描电镜(SEM)、能谱(EDS)和x射线衍射(XRD)数据的整合,构建了多模态框架。采用视觉变换进行显微结构图像分析,设计专用神经网络进行成分数据处理。特征融合通过基于注意的机制实现,以保持物理可解释性。多模态方法显著优于单模态方法(R2 = 0.995, RMSE = 0.065, MAE = 0.051)。通过特征相关分析确定了关键决定因素,揭示了硅铝比、石英含量和孔隙度是主要控制因素。通过单轴压缩试验,使用三种具有代表性的岩石类型(花岗岩、红砂岩和绿砂岩)进行实验室验证。模型预测结果与实验脆性指标吻合良好,与传统方法相比,动态范围更大,识别能力更强(B1, B2)。使用平均粒径(dm)的破碎分析提供了额外的验证,证实了预测脆性随着破坏后粒径的减小而增加的趋势。花岗岩样品脆性最高(Bpred = 3.62 ~ 4.87),破碎度最小(dm = 16.8 ~ 19.5 mm),绿砂岩样品脆性最低(Bpred = 0.74 ~ 0.95),破碎度最大(dm = 21.3 ~ 30.7 mm)。结果表明,所提出的多模态深度学习框架有效地捕捉了微观结构特征与岩石脆性之间的复杂关系,为精确的脆性预测和增强对岩石破坏机制的理解提供了巨大的潜力。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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