LIU Xuewei, LIU Yunhao, LIU Bin, LIU Quansheng, CHEN Juxiang, LIU Qingcheng. Research on machine learning model for refined inversion of mechanical parameters of surrounding rock considering zonal deterioration[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(11): 2305-2315. DOI: 10.11779/CJGE20240641
    Citation: LIU Xuewei, LIU Yunhao, LIU Bin, LIU Quansheng, CHEN Juxiang, LIU Qingcheng. Research on machine learning model for refined inversion of mechanical parameters of surrounding rock considering zonal deterioration[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(11): 2305-2315. DOI: 10.11779/CJGE20240641

    Research on machine learning model for refined inversion of mechanical parameters of surrounding rock considering zonal deterioration

    • Mechanical parameters of surrounding rock are one of the critical indicators in stability evaluation. However, existing methods that analyze all strata within a model often result in overestimated parameter values. To conduct a more refined study on the zonation characteristics of surrounding rock mechanical parameters, a novel approach combining surrounding rock zonation methods with parameter inversion models has been proposed, introducing a machine learning model for the inversion of mechanical parameters considering zonation degradation. This model employs the Coronavirus Herd Immunity Optimization (CHIO) algorithm to optimize the penalty factor and kernel function width of the Least Squares Support Vector Machine (LSSVM), significantly enhancing the precision and stability of parameter inversion. The effectiveness of the proposed method has been validated through theoretical solutions and engineering applications. Utilizing the Zhangji Mine in the Huainan mining area as a case study, five different hybrid machine learning models are compared regarding their prediction accuracy and generalization capabilities for surrounding rock mechanical parameters. The results demonstrate that the CHIO-LSSVM method achieves higher accuracy in parameter prediction. Finally, by integrating field-measured deformation data, parameter inversion analysis considering surrounding rock zonation degradation is conducted, and the inversion accuracy is validated through forward calculation results, indicating that this model is suitable for the refined inversion of zonation parameters of surrounding rock in deep roadways.
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