Integrating numerical modeling and deep learning with electrical resistance tomography for rock mechanics

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Gao-Feng Zhao , Yusheng Deng , Xin-Dong Wei , Ze Xu , Xifei Deng , Hongbo Li
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引用次数: 0

Abstract

The integration of physical testing and numerical modeling is becoming increasingly important in rock mechanics. This study leverages deep learning techniques to combine numerical modeling with an electrical resistance tomography (ERT) device. A dataset of complex conductivity distributions is first generated using numerical modeling with multi-point spline curves. A normalized data preprocessing method is then employed to transform measured physical signals into simulated signals while preserving their intrinsic characteristics. This approach enables transfer learning, allowing the trained network derived from numerical modeling to be effectively applied to the physical device. Building on this foundation, a one-dimensional convolutional neural network (1D-CNN) model is developed, demonstrating significant advantages in terms of image reconstruction accuracy, computational efficiency, and robustness. The effectiveness of the 1D-CNN model is validated through its application in monitoring changes in electrical conductivity distributions during rock seepage, crack propagation, and failure processes in red sandstone specimens. This methodology offers a robust framework for integrating numerical modeling with physical experiments, providing a promising solution to address complex challenges in rock mechanics.
集成数值模拟和深度学习与电阻层析成像岩石力学
在岩石力学中,物理试验与数值模拟的结合变得越来越重要。本研究利用深度学习技术将数值建模与电阻断层扫描(ERT)设备相结合。首先利用多点样条曲线的数值模拟生成了复杂电导率分布的数据集。然后采用归一化的数据预处理方法将测量的物理信号转换为模拟信号,同时保持其固有特征。这种方法实现了迁移学习,允许从数值建模中得到的训练网络有效地应用于物理设备。在此基础上,开发了一维卷积神经网络(1D-CNN)模型,该模型在图像重建精度、计算效率和鲁棒性方面具有显著优势。通过对红砂岩试件渗流、裂纹扩展和破坏过程中电导率分布变化的监测,验证了1D-CNN模型的有效性。该方法为将数值模拟与物理实验相结合提供了一个强大的框架,为解决岩石力学中的复杂挑战提供了一个有希望的解决方案。
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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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