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    Physics-Informed Explainable AI and SMOTE-GPC for the Classification of Surrounding Rock Mass in Tunneling

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 002::page 04025021-1
    Author:
    Chao Song
    ,
    Tengyuan Zhao
    ,
    Ling Xu
    DOI: 10.1061/AJRUA6.RUENG-1519
    Publisher: American Society of Civil Engineers
    Abstract: The classification of surrounding rock mass is essential for characterizing rock properties and geological conditions in tunneling engineering. While numerous empirical rock mass classification systems have been proposed (e.g., rock mass rating system, rock structure rating system), they tend to heavily rely on engineers’ experience, which is unfavorable for tunnel construction, particularly in deep-buried and ultralong tunnels. Alternatively, machine learning, i.e., artificial intelligence (AI), methods estimate the classification of the surrounding rock mass using certain readily available rock indices (e.g., volumetric joint count). However, most machine learning models are considered black box models, leading to unexplainable predictions. In addition, employing all measurements of readily available rock indices as input may lead to excessive model complexity and a reduction in generalization performance. In this case, a Gaussian process classification (GPC) approach combined with the synthetic minority oversampling technique (SMOTE), Bayesian framework, and SHapley Additive exPlanations is proposed in this study for the probabilistic classification of the surrounding rock mass and selection of the optimal GPC model based on imbalanced and sparse measurement data. It is worth noting that the proposed method can also provide physics-informed explanations for the prediction and model class selection results and determine the significant input variables for each grade of the surrounding rock mass. A real-life example is employed to illustrate and validate the proposed approach. The results show that the F1 score of the optimal GPC model reaches 0.93, which is comparable with those of the GPC model with all input variables.
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      Physics-Informed Explainable AI and SMOTE-GPC for the Classification of Surrounding Rock Mass in Tunneling

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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorChao Song
    contributor authorTengyuan Zhao
    contributor authorLing Xu
    date accessioned2025-08-17T22:30:44Z
    date available2025-08-17T22:30:44Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherAJRUA6.RUENG-1519.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307036
    description abstractThe classification of surrounding rock mass is essential for characterizing rock properties and geological conditions in tunneling engineering. While numerous empirical rock mass classification systems have been proposed (e.g., rock mass rating system, rock structure rating system), they tend to heavily rely on engineers’ experience, which is unfavorable for tunnel construction, particularly in deep-buried and ultralong tunnels. Alternatively, machine learning, i.e., artificial intelligence (AI), methods estimate the classification of the surrounding rock mass using certain readily available rock indices (e.g., volumetric joint count). However, most machine learning models are considered black box models, leading to unexplainable predictions. In addition, employing all measurements of readily available rock indices as input may lead to excessive model complexity and a reduction in generalization performance. In this case, a Gaussian process classification (GPC) approach combined with the synthetic minority oversampling technique (SMOTE), Bayesian framework, and SHapley Additive exPlanations is proposed in this study for the probabilistic classification of the surrounding rock mass and selection of the optimal GPC model based on imbalanced and sparse measurement data. It is worth noting that the proposed method can also provide physics-informed explanations for the prediction and model class selection results and determine the significant input variables for each grade of the surrounding rock mass. A real-life example is employed to illustrate and validate the proposed approach. The results show that the F1 score of the optimal GPC model reaches 0.93, which is comparable with those of the GPC model with all input variables.
    publisherAmerican Society of Civil Engineers
    titlePhysics-Informed Explainable AI and SMOTE-GPC for the Classification of Surrounding Rock Mass in Tunneling
    typeJournal Article
    journal volume11
    journal issue2
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1519
    journal fristpage04025021-1
    journal lastpage04025021-14
    page14
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 002
    contenttypeFulltext
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