Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/31743
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dc.contributor.authorHuang, Z-K-
dc.contributor.authorZeng, N-C-
dc.contributor.authorZhang, D-M-
dc.contributor.authorArgyroudis, S-
dc.contributor.authorMitoulis, S-A-
dc.date.accessioned2025-08-15T14:48:29Z-
dc.date.available2025-08-15T14:48:29Z-
dc.date.issued2025-06-27-
dc.identifierORCiD: Sotirios Argyroudis https://orcid.org/0000-0002-8131-3038-
dc.identifierORCiD: Stergios-Aristoteles Mitoulis https://orcid.org/0000-0001-7201-2703-
dc.identifier.citationHuang, Z.K. et al. (2025) 'Resilience Models for Tunnels Recovery After Earthquakes', Engineering, 0 (in press, pre-proof), pp. 1 - 46. doi: 10.1016/j.eng.2025.06.028.en_US
dc.identifier.issn2095-8099-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/31743-
dc.descriptionSupplementary data are available online at: https://www.sciencedirect.com/science/article/pii/S2095809925003261?via%3Dihub#s0180 .en_US
dc.description.abstractTunnels are a crucial component of urban infrastructure, continuously exposed to various hazards, threats, and stressors. Events such as earthquakes, fires, and floods, along with aging and construction-related disturbances, pose significant challenges to tunnel resilience. Reliable fragility, restoration, and traffic reinstatement models are essential for assessing and quantifying resilience, as they allow infrastructure operators to prioritize maintenance and adapt to evolving threats in complex transportation systems. Although the vulnerability and fragility of tunnels have been widely researched over the last decade, studies focusing on tunnel restoration to quantify resilience remain scarce. This gap prevents operators from implementing proactive and reactive adaptation measures to ensure seamless tunnel functionality. To address this issue, this study presents a novel, fit-for-purpose, damage-level-dependent probabilistic approach for quantifying tunnel recovery. It introduces the first realistic, practice-led restoration models that enable resilience quantification in tunnels. To develop these models, a global expert survey was conducted to establish reinstatement (traffic capacity) and restoration (structural capacity) models tailored to tunnel resilience assessments. A detailed questionnaire was designed to gather expert input on required restoration tasks, their duration, sequencing, and cost. The survey focused primarily on damage induced by seismic events, incorporating idle times and traffic capacity gains over time. The results were then used to generate deterministic and probabilistic reinstatement and restoration models. The deterministic models are intended for practical applications, while the probabilistic models account for epistemic uncertainties and are presented in a reproducible format for further development across different hazards and applications. A case study is included to demonstrate the resilience assessment of a typical tunnel using the newly developed restoration models. The findings will help infrastructure operators and city planners to accurately assess tunnel resilience, enabling informed investment decisions.en_US
dc.description.sponsorshipThe first author appreciates the support from the National Natural Science Foundation of China (W2411044, 52408435, and 52090082), the National Key Research and Development Program of China (2022YFC3800905), Young Elite Scientists Sponsorship Program by CAST (2023QNRC001), and the Fundamental Research Funds for the Central Universities. Dr. Stergios-Aristoteles Mitoulis and Dr. Sotirios Argyroudis received funding by the UK Research and Innovation (UKRI) under the UK government’s Horizon Europe funding guarantee (EP/Y003586/1, EP/X037665/1). This is the funding guarantee for the European Union HORIZON-MSCA-2021-SE-01 (101086413) ReCharged-Climate-aware Resilience for Sustainable Critical and interdependent Infrastructure Systems enhanced by emerging Digital Technologies.en_US
dc.format.extent1 - 46-
dc.format.mediumPrint-Electronic-
dc.format.mediumPrint-Electronic-
dc.languageEnglish-
dc.language.isoen_USen_US
dc.publisherElsevier on behalf of Chinese Academy of Engineering and Higher Education Pressen_US
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivatives 4.0 International-
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/-
dc.subjecttunnelen_US
dc.subjectresilience assessmenten_US
dc.subjectexpert opinion surveyen_US
dc.subjectrestoration modelen_US
dc.subjectfunctionality lossen_US
dc.titleResilience Models for Tunnels Recovery After Earthquakesen_US
dc.typeArticleen_US
dc.date.dateAccepted2025-06-23-
dc.identifier.doihttps://doi.org/10.1016/j.eng.2025.06.028-
dc.relation.isPartOfEngineering-
pubs.publication-statusPublished-
pubs.volume0-
dc.identifier.eissn2096-0026-
dc.rights.licensehttps://creativecommons.org/licenses/by-nc-nd/4.0/legalcode.en-
dcterms.dateAccepted2025-06-23-
dc.rights.holderThe Authors-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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