Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/22201
Full metadata record
DC FieldValueLanguage
dc.contributor.authorAdams, K-
dc.contributor.authorHeidarzadeh, M-
dc.date.accessioned2021-02-06T13:28:32Z-
dc.date.available2021-02-06T13:28:32Z-
dc.date.issued2021-01-29-
dc.identifier102082-
dc.identifier.citationAdams K. and Heidarzadeh M. (2021) 'A multi-hazard risk model with cascading failure pathways for the Dawlish (UK) railway using historical and contemporary data', International Journal of Disaster Risk Reduction, 56, 102082, pp. 1-15. doi: 10.1016/j.ijdrr.2021.102082.en_US
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/22201-
dc.description.abstractCopyright © 2021 The Author(s). The failure of the vital economic railway link between London and the southwest of the United Kingdom in the 2014 storm chain incurred up to £1.2bn of economic losses. This incident highlighted the urgent need to understand the cascading nature of multi hazards involved in storm damage. This study focuses on the Dawlish railway where a seawall breach caused two months of railway closure in 2014. We used historical and contemporary data of severe weather damage and used failure analysis to develop a multi-hazard risk model for the railway. Twenty-nine damage events caused significant line closure in the period 1846-2014. For each event, hazards were identified, the sequence of failures were deconstructed, and a flowchart for each event was formulated showing the interrelationship of multiple hazards and their potential to cascade. The most frequent damage mechanisms were identified: (I) landslide, (II) direct ballast washout, and (III) masonry damage. We developed a risk model for the railway which has five layers in the top-down order of: (a) root cause (storm); (b) force generation (debris impact, wave impact, overtopping, excess pore pressure, wind impacts); (c) common cause failure (slope instability, rail flooding, coping and parapet damage, foundation failure and masonry damage); (d) cascading failure (landslide, ballast washout, upper masonry seawall failure, loss of infill material), and (e) network failure forcing service suspension. We identified five separate failure pathways and damage mechanisms by analysing these 29 major events.en_US
dc.description.sponsorshipUK Engineering and Physical Sciences Research Council (EPSRC);en_US
dc.format.mediumElectronic-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2021 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (https://creativecommons.org/licenses/by/4.0/)-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectstorm surgeen_US
dc.subjectcascading failure pathwayen_US
dc.subjectDawlish railwayen_US
dc.subjectmulti-hazarden_US
dc.subjectstructural vulnerabilityen_US
dc.subjectdamage mechanismen_US
dc.titleA multi-hazard risk model with cascading failure pathways for the Dawlish (UK) railway using historical and contemporary dataen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1016/j.ijdrr.2021.102082-
dc.relation.isPartOfInternational Journal of Disaster Risk Reduction-
pubs.publication-statusPublished-
pubs.volume56-
dc.identifier.eissn2212-4209-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

Files in This Item:
File Description SizeFormat 
FullText.pdf21.31 MBAdobe PDFView/Open


This item is licensed under a Creative Commons License Creative Commons