4.6 Article

Physics-constrained hierarchical data-driven modelling framework for complex path-dependent behaviour of soils

出版社

WILEY
DOI: 10.1002/nag.3370

关键词

constitutive model; finite element method; hierarchical model; machine learning; neural network; soil

资金

  1. Research Grants Council (RGC) of Hong Kong Special Administrative Region Government (HKSARG) of China [15220221]

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This study proposes a novel physics-constrained hierarchical (PCH) training strategy to deal with challenges in capturing soil behavior using data-driven models. The results indicate that the PCH-LSTM approach improves prediction accuracy, requires less training data, and has a lower performance sensitivity to network architecture compared to traditional LSTM.
There is considerable potential for data-driven modelling to describe path-dependent soil response. However, the complexity of soil behaviour imposes significant challenges on the training efficiency and the ability to generalise. This study proposes a novel physics-constrained hierarchical (PCH) training strategy to deal with existing challenges in using data-driven models to capture soil behaviour. Different from previous strategies, the proposed hierarchical training involves 'low-level' and 'high-level' neural networks, and linear regression, in which the loss function of the neural network is constructed using physical laws to constrain the solution domain. Feedforward and long short-term memory (LSTM) neural networks are adopted as baseline algorithms to further enhance the present method. The data-driven model is then trained on random strain loading paths and subsequently integrated within a custom finite element (FE) analysis to solve boundary value problems by way of validation. The results indicate that the proposed PCH-LSTM approach improves prediction accuracy, requires much less training data and has a lower performance sensitivity to the exact network architecture compared to traditional LSTM. When coupled with FE analysis, the PCH-LSTM model is also shown to be a reliable means of modelling soil behaviour under loading-unloading-reloading and proportional strain loading paths. In addition, strain localisation and instability failure mechanisms can be accurately identified. PCH-LSTM modelling overcomes the need for ad-hoc network architectures thereby facilitating fast and robust model development to capture complex soil behaviours in engineering practice with less experimental and computational cost.

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