A Model Informed Transfer Learning Framework for Predicting Mechanical Behaviour of Sands
Please login to view abstract download link
Geomaterials, including sands, exhibit complex mechanical behaviour under loading, such as state and time dependence, anisotropy, stress-dilatancy and stress-path dependence. Recently data-driven machine learning (ML) methods have attracted significant interest as surrogate models for such behaviour. Most ML methods, however, rely on large, high-quality training datasets, which limits their applicability in sparse-data regimes. Moreover, despite recent progress in leveraging laboratory test data, relatively few studies explicitly bridge the traditional constitutive modelling and experimental observations within a unified framework. Transfer learning (TL) offers a flexible approach in which a pretrained model is reused as the starting point for a related task. In this work, we propose a model-informed transfer learning strategy using two approximators: a predictor, and a residual model. Both are implemented using artificial neural networks (ANN) to exploit their expressivity and automatic differentiation (AD) capability. The predictor ANN is trained with sparse data by minimising a loss function that embeds a traditional constitutive model, in a manner analogous to physics-informed neural network formulations. The predictor may include free constitutive model parameters, which can be inferred in an inverse-problem setting. The trained predictor is then utilised to train the residual ANN, which learns the discrepancy profile between the predictor and experimental data, thereby capturing model-data mismatch as well as measurement error. We demonstrate the versatility of the proposed framework using the constitutive model in [1] for model parameter learning and prediction of the triaxial behaviour of Toyoura sand [1] and Karlsruhe fine sand [2] for varying confining pressure, void ratio, and drainage conditions.
