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中文核心期刊

稀缺试验数据场景下的岩土颗粒材料力学特性智能预测

INTELLIGENT PREDICTION OF GEOTECHNICAL GRANULAR MATERIAL MECHANICAL PROPERTIES IN SCENARIOS WITH SCARCE TEST DATA

  • 摘要: 数据驱动方法为岩土颗粒材料的力学行为建模提供了新思路. 由于岩土材料物理试验耗时费力、成本高昂, 现有研究多依赖于人工合成数据进行模型训练. 然而, 依赖算法或模型生成的合成数据保真度较低, 难以反映岩土颗粒材料的复杂性和多样性, 构建的数据驱动模型鲜有用于实际问题. 本文创新地提出了一种基于顺序迁移学习的多保真度数据驱动方法, 用于岩土颗粒材料的力学特性智能预测. 该方法采用多保真度数据融合策略, 通过迁移学习逐步提升模型的预测性能. 首先, 利用基于宏观本构模型生成大量低成本的低保真度数据, 构建具备良好泛化能力的基础模型. 其次, 引入考虑颗粒形状的FDEM细观数值试验, 获取中保真度数据, 作为从低保真度向高保真度迁移的衔接桥梁. 最后, 借助少量高保真度的物理试验数据, 进一步优化模型, 显著提升其预测精度. 该流程通过顺序迁移学习, 实现了从低保真度模拟到高保真度试验场景的逐步过渡与模型增强. 验证结果表明, 所建模型能够再现岩土颗粒材料在多种加载路径下的应力变形响应, 预测精度与泛化能力均优于利用单一数据训练的模型, 显著降低了数据驱动模型对大量物理试验数据的依赖. 该方法为基于稀缺试验数据构建鲁棒、低成本的数据驱动本构模型提供了有益参考.

     

    Abstract: Data-driven approaches provide new ways of modelling the mechanical behaviour of granular geotechnical materials. Due to the time-consuming, labor-intensive and costly nature of physical testing on granular geotechnical materials, existing research largely relies on synthetic, artificially generated data for model training. However, synthetic data generated by algorithms or models often has low fidelity and struggles to reflect the complexity and diversity of granular geotechnical materials. Consequently, data-driven models constructed in this manner are rarely applicable to real-world problems. This paper proposes an innovative, multi-fidelity, data-driven approach based on sequential transfer learning for the intelligent prediction of the properties of granular geotechnical materials. This method uses a multi-fidelity data fusion strategy to improve model prediction performance gradually through transfer learning. First, a large amount of low-cost, low-fidelity data is generated using macro-scale constitutive models in order to create a base model with strong generalization capabilities. Secondly, micro-scale numerical experiments are introduced by FDEM to obtain medium-fidelity data considering particle geometry, serving as a transitional bridge from low- fidelity to high-fidelity. Finally, a small amount of high-fidelity physical test data is used to refine the model further, significantly improving its predictive accuracy. This sequential transfer learning process enables a gradual transition from low-fidelity simulations to high-fidelity experimental scenarios, enhancing the model as it progresses. Validation results show that the constructed model can reproduce the stress-strain response of granular geotechnical materials under different loading conditions. The model’s predictive accuracy and generalization capability both outperform those of models trained on single datasets, significantly reducing the reliance of data-driven models on extensive physical test data. This method provides valuable insights into constructing robust, low-cost, data-driven constitutive models based on sparse experimental data.

     

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