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A Bayesian Pressure‑Inversion–Driven Method for Establishing Mechanically Grounded Digital Twins of In‑Service Tunnel Linings

  • Zhiyao Tian
  • , Shunhua Zhou*
  • , Xianfei Yin
  • , Qiyu Yao
  • , Yu Zhao
  • *Corresponding author for this work

Research output: Contribution to journalArticle (Academic Journal)peer-review

9 Citations (Scopus)
18 Downloads (Pure)

Abstract

Accurately sensing the loading status is crucial for the structural health monitoring of in-service tunnel linings. To address this need, this paper proposes a method for constructing a mechanically grounded Digital Twin (DT) of tunnel linings, comprising two components: (i) Bayesian learning of the loading conditions on the linings from easily observable data, and (ii) Driving a mechanical model to replicate the real-world behavior based on these learned conditions. Notably, this method, developed within a statistical framework, systematically quantifies associated uncertainties, thereby providing insights for constructing an informative DT model. A numerical case demonstrates that the developed DT model can accurately reproduce comprehensive structural responses throughout the in-service linings. Furthermore, the model enables virtual trial-and-error simulations for predicting future performance. Additional analyses provide guidance for refining DT models by quantifying uncertainties and identifying effective strategies for their reduction. The proposed method is also validated using two experimentally reported cases from the literature, confirming its effectiveness while also revealing limitations that inform directions for future research.
Original languageEnglish
Article number111633
JournalReliability Engineering and System Safety
Volume265
Issue numberPart B
Early online date27 Aug 2025
DOIs
Publication statusPublished - 1 Jan 2026

Bibliographical note

Publisher Copyright:
© 2025 Elsevier Ltd.

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