Data‐Driven Detection of Internal Erosion Initiation in Gap‐Graded Soils: Combining Particle‐Scale CFD‐DEM Simulation With 3D Convolutional Autoencoder

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Jie Qi, Negin Yousefpour, Guillermo A. Narsilio, Mehdi Pouragha
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引用次数: 0

Abstract

Internal erosion in gap‐graded soils poses significant risks to water‐retaining structures such as earth dams. However, its underlying mechanisms at the particle scale remain poorly understood. This study couples the discrete element method (DEM) with computational fluid dynamics (CFD) to simulate internal erosion in gap‐graded soil assemblies and employs data‐driven techniques to detect early‐stage erosion. Particle‐scale parameters, such as contact forces, particle velocity and fluid velocity, are extracted from the transient CFD‐DEM simulations. These features are transformed into multi‐dimensional voxel‐based tensors representing the particle–fluid interactions, which are used to train deep learning models. Autoencoder models with 3D convolutional neural network (CNN) layers as encoder and decoder are developed to investigate the micro‐scale patterns within the particle‐fluid assembly. Through sequential training techniques, the temporal evolution of anomalies is captured, enabling identification of the initiation point of internal erosion. The results reveal how microscale behaviours, such as particle motion, contact forces and contact number, contribute to macroscale erosion processes. The outcome of this research can inspire further research into AI‐based early detection techniques for internal erosion in earth dams.
数据驱动的间隙级配土壤内部侵蚀起始检测:结合颗粒尺度CFD - DEM模拟和3D卷积自编码器
间隙级配土壤的内部侵蚀对土坝等挡水结构构成了重大威胁。然而,其在粒子尺度上的潜在机制仍然知之甚少。本研究将离散元法(DEM)与计算流体动力学(CFD)相结合,模拟间隙级配土壤组合体的内部侵蚀,并采用数据驱动技术检测早期侵蚀。从瞬态CFD - DEM模拟中提取颗粒尺度参数,如接触力、颗粒速度和流体速度。这些特征被转换成代表粒子-流体相互作用的多维体素张量,用于训练深度学习模型。采用三维卷积神经网络(CNN)层作为编码器和解码器的自编码器模型被开发出来,用于研究颗粒-流体组装中的微观尺度模式。通过序列训练技术,捕获异常的时间演变,从而确定内部侵蚀的起始点。研究结果揭示了微粒运动、接触力和接触数等微观行为对宏观侵蚀过程的影响。这项研究的结果可以激发对基于人工智能的土坝内部侵蚀早期检测技术的进一步研究。
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来源期刊
CiteScore
6.40
自引率
12.50%
发文量
160
审稿时长
9 months
期刊介绍: The journal welcomes manuscripts that substantially contribute to the understanding of the complex mechanical behaviour of geomaterials (soils, rocks, concrete, ice, snow, and powders), through innovative experimental techniques, and/or through the development of novel numerical or hybrid experimental/numerical modelling concepts in geomechanics. Topics of interest include instabilities and localization, interface and surface phenomena, fracture and failure, multi-physics and other time-dependent phenomena, micromechanics and multi-scale methods, and inverse analysis and stochastic methods. Papers related to energy and environmental issues are particularly welcome. The illustration of the proposed methods and techniques to engineering problems is encouraged. However, manuscripts dealing with applications of existing methods, or proposing incremental improvements to existing methods – in particular marginal extensions of existing analytical solutions or numerical methods – will not be considered for review.
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