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    Physics-Informed Neural Networks for Settlement Analysis of the Immersed Tunnel of the Hong Kong–Zhuhai–Macau Bridge

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001::page 04023241-1
    Author:
    Shu-Yu He
    ,
    Wan-Huan Zhou
    ,
    Cong Tang
    DOI: 10.1061/IJGNAI.GMENG-8689
    Publisher: ASCE
    Abstract: In this study, we propose a physics-informed neural networks algorithm that integrates a simplified physical model and neural networks for the settlement analysis and prediction of the immersed tunnel of the Hong Kong–Zhuhai–Macau Bridge (HZMB). The proposed method has high flexibility and generalizability because it integrates physical information into the loss function as a soft penalty constraint for neural network models. The uncertainty quantification is also realized with the Bayesian theorem and Markov chain Monte Carlo algorithm. A synthetic case study shows that the newly proposed method has high feasibility and efficiency for the inverse analysis of the tunnel settlement. The analysis of field data on the HZMB tunnel shows that the proposed method is applicable to practical engineering. The effect of the postconstruction settlement on the settlement prediction is discussed.
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      Physics-Informed Neural Networks for Settlement Analysis of the Immersed Tunnel of the Hong Kong–Zhuhai–Macau Bridge

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4297955
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    contributor authorShu-Yu He
    contributor authorWan-Huan Zhou
    contributor authorCong Tang
    date accessioned2024-04-27T22:58:21Z
    date available2024-04-27T22:58:21Z
    date issued2024/01/01
    identifier other10.1061-IJGNAI.GMENG-8689.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297955
    description abstractIn this study, we propose a physics-informed neural networks algorithm that integrates a simplified physical model and neural networks for the settlement analysis and prediction of the immersed tunnel of the Hong Kong–Zhuhai–Macau Bridge (HZMB). The proposed method has high flexibility and generalizability because it integrates physical information into the loss function as a soft penalty constraint for neural network models. The uncertainty quantification is also realized with the Bayesian theorem and Markov chain Monte Carlo algorithm. A synthetic case study shows that the newly proposed method has high feasibility and efficiency for the inverse analysis of the tunnel settlement. The analysis of field data on the HZMB tunnel shows that the proposed method is applicable to practical engineering. The effect of the postconstruction settlement on the settlement prediction is discussed.
    publisherASCE
    titlePhysics-Informed Neural Networks for Settlement Analysis of the Immersed Tunnel of the Hong Kong–Zhuhai–Macau Bridge
    typeJournal Article
    journal volume24
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-8689
    journal fristpage04023241-1
    journal lastpage04023241-11
    page11
    treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian