Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/32493
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dc.contributor.authorTaftsoglou, M-
dc.contributor.authorPapathanassiou, G-
dc.contributor.authorValkaniotis, S-
dc.contributor.authorArgyroudis, S-
dc.contributor.authorMitoulis, S-A-
dc.date.accessioned2025-12-15T14:53:13Z-
dc.date.available2025-12-15T14:53:13Z-
dc.date.issued2025-12-13-
dc.identifierORCiD: Maria Taftsoglou https://orcid.org/0000-0002-2770-6981-
dc.identifierORCiD: George Papathanassiou https://orcid.org/0000-0001-6720-9683-
dc.identifierORCiD: Sotirios Valkaniotis https://orcid.org/0000-0003-0003-2902-
dc.identifierORCiD: Sotirios Argyroudis https://orcid.org/0000-0002-8131-3038-
dc.identifierArticle number: 101849-
dc.identifier.citationTaftsoglou, M. et al. (2025) 'Airport infrastructure risk to liquefaction by deploying multi-modal data and remote sensing', Transportation Geotechnics, 57, 101849, pp. 1 - 19. doi: 10.1016/j.trgeo.2025.101849.en_US
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/32493-
dc.descriptionData availability: Data will be made available on request.en_US
dc.description.abstractAirports are critical components of transport infrastructure, contributing to regional socioeconomic vitality and serving as key hubs for emergency response during natural disasters. However, their operations are highly vulnerable to geohazards such as earthquake-induced soil liquefaction and associated ground failures. Despite this vulnerability, there is currently a lack of rapid, regionally scalable tools for assessing liquefaction-related risks specific to airport infrastructure. This paper for the first time in the literature addresses this gap by introducing a practical, geomorphology-informed methodology for the preliminary identification of liquefaction-prone areas and the rapid assessment of risk to airport infrastructure. The proposed approach leverages multimodal data, including surface geological mapping, tailored remote sensing inputs, and established seismic risk models, to develop liquefaction susceptibility maps and estimate potential damage. The methodology is applied to a real-world airport case study under a representative seismic scenario, revealing that large sections of the runway and taxiways are situated on highly susceptible soils. The HAZUS methodology is employed to assess potential losses and is validated using data from three international airports that have experienced documented liquefaction-related damage. This study provides a novel, scalable, and cost-effective framework that can be applied globally to support airport operators, risk engineers, and insurers in rapidly identifying vulnerable zones, prioritizing inspections, and developing targeted mitigation strategies. It contributes to advancing geotechnical risk assessment by bridging regional-scale mapping with infrastructure-specific vulnerability analysis. The methodology has the potential to be extended and applied to other critical infrastructure—such as ports, highways, railways, and industrial facilities—located in areas susceptible to liquefaction.en_US
dc.description.sponsorshipThe first three authors acknowledge support of this work by the project “Risk and Resilience Assessment Center–Prefecture of East Macedonia and Thrace-Greece.” (MIS 5047293) which is implemented under the Action “Reinforcement of the Research and Innovation Infrastructure”, funded by the Operational Programme “Competitiveness, Entrepreneurship and Innovation” (NSRF 2014-2020) and co-financed by Greece and the European Union (European Regional Development Fund). The last two authors 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 Recharged-Climate-aware Resilience for Sustainable Critical and Interdependent Infrastructure Systems enhanced by Emerging Digital Technologies.en_US
dc.format.extent1 - 19-
dc.format.mediumElectronic-
dc.languageEnglish-
dc.language.isoen_USen_US
dc.publisherElsevieren_US
dc.rightsCreative Commons Attribution 4.0 International-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectliquefaction risk assessmenten_US
dc.subjectairport infrastructureen_US
dc.subjectgeohazardsen_US
dc.subjectremote sensingen_US
dc.subjectseismic vulnerabilityen_US
dc.titleAirport infrastructure risk to liquefaction by deploying multi-modal data and remote sensingen_US
dc.typeArticleen_US
dc.date.dateAccepted2025-12-11-
dc.identifier.doihttps://doi.org/10.1016/j.trgeo.2025.101849-
dc.relation.isPartOfTransportation Geotechnics-
pubs.publication-statusPublished-
pubs.volume57-
dc.identifier.eissn2214-3912-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dcterms.dateAccepted2025-12-11-
dc.rights.holderThe Author(s)-
dc.contributor.orcidMaria Taftsoglou [0000-0002-2770-6981]-
dc.contributor.orcidGeorge Papathanassiou [0000-0001-6720-9683]-
dc.contributor.orcidSotirios Valkaniotis [0000-0003-0003-2902]-
dc.contributor.orcidSotirios Argyroudis 0000-0002-8131-3038]-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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