Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (2): 674-690.doi: 10.16285/j.rsm.2025.0099

• Geotechnical Engineering • Previous Articles     Next Articles

Ensemble learning predictive model for thermal conductivity integrating priori physical knowledge and interpretive analysis

WANG Qiong1, 2, TIAN Sheng-kui1, LIU Guan-shi3, SU Wei1, LIU Yi-chun1, YE Wei-min1   

  1. 1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. United Research Center for Urban Environment and Sustainable Development, Ministry of Education, Tongji University, Shanghai 200092, China; 3. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2025-01-26 Accepted:2025-07-02 Online:2026-02-10 Published:2026-02-06
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (42172298, 42002289, 41907231, 42577180) and the Fundamental Research Funds for the Central Universities (22120250424).

Abstract: Accurate determination of constitutive relationships for hydrothermal parameters is crucial for multi-field coupling studies. However, the presence of multi-scale influencing factors and highly nonlinear response behaviors makes it difficult for existing models to accurately capture coupling effects, heat transfer pathways, and transport mechanisms. Consequently, the development of reliable and robust parameter models remains a significant challenge. To address these issues, a physics-informed ensemble learning (PIEL) model was introduced, combining a priori physical knowledge with interpretive analysis. Using soil thermal conductivity () as a case study, the PIEL model’s accuracy, robustness, and physical consistency were comprehensively evaluated. Sensitivities, response patterns, and coupling effects in the decision-making process were visualized using Shapley additive explanations (SHAP) and partial dependence plots (PDPs). The results demonstrate that the proposed ensemble learning framework effectively captures the complex nonlinear coupling behavior governing thermal conductivity, improving prediction accuracy by a factor of 3 to 6 compared to traditional models. By incorporating a priori heat-transfer knowledge, the PIEL model effectively prevents physically implausible predictions—a common limitation of purely data-driven approaches—thereby substantially enhancing the physical consistency of model outputs. Among the evaluated methods, the physics-informed extreme gradient boosting (PXGBoost) model optimized via the sparrow search algorithm exhibited the highest predictive accuracy and robustness. Sensitivity analyses and response patterns revealed by SHAP and PDPs are consistent with established heat-transfer theory, further validating the physical interpretability of the PIEL-based decision-making process. Furthermore, the optimal predictors identified through cumulative SHAP values significantly outperform traditional parameter analysis methods, enabling the development of more computationally efficient and accurate simplified models. The PIEL model, integrating physical knowledge, represents a powerful tool for geotechnical parameter prediction and paves the way for advancing AI-enabled hydrothermal simulations.

Key words: thermal conductivity, physical knowledge, interpretive analysis, ensemble learning, physical consistency

CLC Number: 

  • TU 43
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[9] HU Yun-shi, XU Yun-shan, SUN De-an, CHEN Bo, ZENG Zhao-tian, . Temperature dependence of thermal conductivity of granular bentonites [J]. Rock and Soil Mechanics, 2021, 42(7): 1774-1782.
[10] ZHANG Hu-yuan, ZHAO Bing-zheng, TONG Yan-mei, . Thermal conductivity and uniformity of hybrid buffer blocks [J]. Rock and Soil Mechanics, 2020, 41(S1): 1-8.
[11] XU Yun-shan, SUN De-an, ZENG Zhao-tian, LÜ Hai-bo, . Temperature effect on thermal conductivity of bentonites [J]. Rock and Soil Mechanics, 2020, 41(1): 39-45.
[12] TAN Yun-zhi, PENG Fan, QIAN Fang-hong, SUN De-an, MING Hua-jun, . Optimal mixed scheme of graphite-bentonite buffer material [J]. Rock and Soil Mechanics, 2019, 40(9): 3387-3396.
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[14] XU Yun-shan, SUN De-an, ZENG Zhao-tian, LÜ Hai-bo, . Experimental study on aging effect on bentonite thermal conductivity [J]. Rock and Soil Mechanics, 2019, 40(11): 4324-4330.
[15] XIE Jing-li, MA Li-ke, GAO Yu-feng, CAO Sheng-fei, LIU Yue-miao. Thermal conductivity of mixtures of Beishan bentonite and crushed granite [J]. , 2018, 39(8): 2823-2828.
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