A Framework for Parameter Calibration in Discontinuous Deformation Analysis Based on Interpretable Surrogate Models

ABSTRACT Discontinuous deformation analysis (DDA) is a numerical method that is extensively utilized for simulating discrete blocks. Nevertheless, its implicit calculation approach brings in a multitude of control parameters that lack physical significance, and proper handling of these parameters is essential for obtaining accurate results. To tackle this issue, this study proposes a surrogate model‐driven parameter calibration framework that incorporates interpretability analysis. First, a Kriging surrogate model is constructed to establish an efficient substitute for DDA computations, thus accelerating forward calculations. Subsequently, the SHapley Additive exPlanations (SHAP) method is introduced to quantify global parameter sensitivity. Finally, an intelligent optimization algorithm is integrated to develop a parameter inversion mechanism, thereby forming a complete calibration system of “surrogate modeling–sensitivity analysis–parameter optimization.” Numerical examples demonstrate that this framework can effectively identify the optimal combination of key control parameters. The average errors are 1.39% in the two‐slider model and 1.63% in the elastic foundation model. This approach offers an automated parameter calibration process that doesn't require manual intervention, providing a reliable theoretical tool for DDA engineering applications in tunneling, slope stability, and rock engineering.

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Publication Details

Journal
International Journal for Numerical and Analytical Methods in Geomechanics
Published
2025-11-30
DOI
https://doi.org/10.1002/nag.70166
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

A Framework for Parameter Calibration in Discontinuous Deformation Analysis Based on Interpretable Surrogate Models

Yongtao Hao, Xi Wang, Wei Wu, Hehua Zhu et al.
International Journal for Numerical and Analytical Methods in Geomechanics
Geotechnical Engineering and Analysis
article

A Framework for Parameter Calibration in Discontinuous Deformation Analysis Based on Interpretable Surrogate Models

Yongtao Hao, Xi Wang, Wei Wu, Hehua Zhu, Zhang Keqin, Yanfei Kang
article en

Abstract

ABSTRACT Discontinuous deformation analysis (DDA) is a numerical method that is extensively utilized for simulating discrete blocks. Nevertheless, its implicit calculation approach brings in a multitude of control parameters that lack physical significance, and proper handling of these parameters is essential for obtaining accurate results. To tackle this issue, this study proposes a surrogate model‐driven parameter calibration framework that incorporates interpretability analysis. First, a Kriging surrogate model is constructed to establish an efficient substitute for DDA computations, thus accelerating forward calculations. Subsequently, the SHapley Additive exPlanations (SHAP) method is introduced to quantify global parameter sensitivity. Finally, an intelligent optimization algorithm is integrated to develop a parameter inversion mechanism, thereby forming a complete calibration system of “surrogate modeling–sensitivity analysis–parameter optimization.” Numerical examples demonstrate that this framework can effectively identify the optimal combination of key control parameters. The average errors are 1.39% in the two‐slider model and 1.63% in the elastic foundation model. This approach offers an automated parameter calibration process that doesn't require manual intervention, providing a reliable theoretical tool for DDA engineering applications in tunneling, slope stability, and rock engineering.

International Journal for Numerical and Analytical Methods in GeomechanicsVol. 50(3)
Tongji University (CN), Hong Kong Polytechnic University (HK), Chongqing Institute of Geology and Mineral Resources (CN)
National Natural Science Foundation of China, Centre Scientifique et Technique du Bâtiment
Openalex Percentile: Top 55%
Geotechnical Engineering and Analysis
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