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    Bayesian Back Analysis of Spatial Variability with Machine Learning Surrogates

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 002::page 04025006-1
    Author:
    Xiaoying Chen
    ,
    Shen Wang
    ,
    Hao-Qing Yang
    ,
    Lulu Zhang
    ,
    Chao-Sheng Tang
    DOI: 10.1061/AJRUA6.RUENG-1317
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical sensors provide the advantage of directly monitoring model responses that accurately reflect field conditions. Within these field monitoring data lies the latent potential to glean insights into soil parameters. Beyond relying solely on site-investigation data, the incorporation of field monitoring data serves as a valuable complementary strategy. It aids in evaluating soil spatial variability and addressing uncertainties related to field responses. In this study, a surrogate-based Bayesian back-analysis method is proposed to assess the spatial variability in ground profiles and the uncertainty of field responses. The surrogate models are constructed using machine learning algorithms. To validate the effectiveness of the proposed approach and select the optimal machine learning surrogates, a hypothetical example involving an unsaturated soil slope subjected to rainfall infiltration is first employed. The proposed method is further applied to a hydraulic monitoring project in Hong Kong. The results demonstrate the promising potential of Gaussian process regression with the Matern 5/2 kernel based on 100 training samples for training surrogate models. The saturated hydraulic conductivity obtained from the maximum a posterior (MAP) and borehole logs exhibit similarity, and the MAP estimate accurately captures the observed spatial variation in the dynamic probe test. The proposed method can effectively estimate the soil spatial variability and provides reasonable uncertainty predictions of pore pressure head.
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      Bayesian Back Analysis of Spatial Variability with Machine Learning Surrogates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304158
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorXiaoying Chen
    contributor authorShen Wang
    contributor authorHao-Qing Yang
    contributor authorLulu Zhang
    contributor authorChao-Sheng Tang
    date accessioned2025-04-20T10:10:58Z
    date available2025-04-20T10:10:58Z
    date copyright2/3/2025 12:00:00 AM
    date issued2025
    identifier otherAJRUA6.RUENG-1317.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304158
    description abstractGeotechnical sensors provide the advantage of directly monitoring model responses that accurately reflect field conditions. Within these field monitoring data lies the latent potential to glean insights into soil parameters. Beyond relying solely on site-investigation data, the incorporation of field monitoring data serves as a valuable complementary strategy. It aids in evaluating soil spatial variability and addressing uncertainties related to field responses. In this study, a surrogate-based Bayesian back-analysis method is proposed to assess the spatial variability in ground profiles and the uncertainty of field responses. The surrogate models are constructed using machine learning algorithms. To validate the effectiveness of the proposed approach and select the optimal machine learning surrogates, a hypothetical example involving an unsaturated soil slope subjected to rainfall infiltration is first employed. The proposed method is further applied to a hydraulic monitoring project in Hong Kong. The results demonstrate the promising potential of Gaussian process regression with the Matern 5/2 kernel based on 100 training samples for training surrogate models. The saturated hydraulic conductivity obtained from the maximum a posterior (MAP) and borehole logs exhibit similarity, and the MAP estimate accurately captures the observed spatial variation in the dynamic probe test. The proposed method can effectively estimate the soil spatial variability and provides reasonable uncertainty predictions of pore pressure head.
    publisherAmerican Society of Civil Engineers
    titleBayesian Back Analysis of Spatial Variability with Machine Learning Surrogates
    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-1317
    journal fristpage04025006-1
    journal lastpage04025006-11
    page11
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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