Diffusion Model‐Based Controlled Reconstruction Method for 3D Fractured Rock Masses

IF 3.6 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Zikun Ma, Binwei Xia, Yanmin Zhou, Fengyuan Zhang, Xingguo Zhang
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Abstract

Accurate, cost‐effective, and controllable reconstruction of three‐dimensional (3D) digital samples of fractured rock masses is crucial for understanding the macro‐mechanical effects of fractures. Traditional reconstruction methods are not only expensive but also limited by sample representativeness, often failing to capture the true complexity of fractures. In light of these limitations, this paper introduces an innovative method based on diffusion models, termed Text2Rock, for the reconstruction of 3D fractured rock mass digital samples with enhanced controllability. By incorporating a CLIP model and an improved U‐Net3D network architecture, our approach enables control over key fracture characterization parameters such as fractal dimension, fracture intensity, and Feret's maximum diameter, thereby enhancing both the accuracy and controllability of the reconstructed samples. Reconstructed samples demonstrate that the proposed method can generate digital rock samples that closely adhere to the specified parameters, with reliability validated through two‐point correlation coefficients and statistical analyses. Furthermore, the paper illustrates the application of these reconstructed samples in uniaxial compression numerical simulations, providing a new framework for investigating the macro‐mechanical properties of fractured rock masses.
基于扩散模型的三维裂隙岩体控制重建方法
准确、经济、可控地重建裂隙岩体的三维(3D)数字样本对于理解裂隙的宏观力学效应至关重要。传统的重建方法不仅成本昂贵,而且受样本代表性的限制,往往无法捕捉到裂缝的真实复杂性。针对这些局限性,本文介绍了一种基于扩散模型的创新方法Text2Rock,用于增强可控性的三维裂隙岩体数字样本重建。通过结合CLIP模型和改进的U - Net3D网络架构,我们的方法可以控制关键的裂缝表征参数,如分形维数、裂缝强度和Feret的最大直径,从而提高重建样本的准确性和可控性。重构样品表明,该方法可以生成与指定参数密切相关的数字岩石样品,并通过两点相关系数和统计分析验证了其可靠性。此外,本文还说明了这些重构样品在单轴压缩数值模拟中的应用,为研究裂隙岩体的宏观力学特性提供了一个新的框架。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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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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