Digitala Vetenskapliga Arkivet

Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Underground pipelines and railway infrastructure: failure consequences and restrictions
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Operation, Maintenance and Acoustics.ORCID iD: 0000-0003-2976-5229
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Architecture and Water.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Operation, Maintenance and Acoustics.ORCID iD: 0000-0002-1938-0985
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Architecture and Water.ORCID iD: 0000-0001-9541-3542
Show others and affiliations
2020 (English)In: Structure and Infrastructure Engineering, ISSN 1573-2479, E-ISSN 1744-8980, Vol. 16, no 3, p. 412-430Article in journal (Refereed) Published
Abstract [en]

Underground pipelines are an essential part of the transportation infrastructure. The structural deterioration of pipelines crossing railways and their subsequent failures can entail critical consequences for society and industry, resulting in direct and indirect costs for all the stakeholders involved. Therefore, continuous and accurate condition assessment is critical for the effective management and maintenance of pipeline networks within the transportation infrastructure. The aim of this study has been to identify failure modes and consequences related to pipelines crossing railway corridors. Expert opinions have been collected through interviews and two sets of questionnaires have been distributed to the 291 municipalities in Sweden, with 137 responses in total. The failure analysis has revealed that pipe deformation has the highest impact, followed by pipe rupture at locations where pipelines cross railway infrastructure. For underground pipelines under railway infrastructure, ageing and the external load were awarded a higher ranking than other potential causes of pipeline failure.

Authors gratefully acknowledge the funding provided by Sweden’sinnovation agency, Vinnova, through the strategic innovation programmeInfraSweden2030. The funding was granted in a competitiveapplication process that assessed replies to an open call for proposalsconcerning “Condition Assessment and Maintenance of TransportInfrastructure (Grant No. 2016-033113)”.

Authors gratefully acknowledge the technical support and collaboration(In-kind support) of Arrsleff R€orteknik at Sweden, Luleå RailwayResearch Center (JVTC), Stormwater&Sewers and the SwedishTransport Administration (Trafikverket). In addition, the authors arethankful to the anonymous referees for their constructive commentsand Dr Matthias Asplund and Dr Masoud Naseri for their support andsuggestions.

Place, publisher, year, edition, pages
Taylor & Francis, 2020. Vol. 16, no 3, p. 412-430
Keywords [en]
Pipes, pipelines, renovation, maintenance, inspection, maintenance debt, life cycle costs, failure modes, axial loads, pipeline-railway crossings
National Category
Reliability and Maintenance Water Engineering Other Civil Engineering
Research subject
Operation and Maintenance; Urban Water Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-76470DOI: 10.1080/15732479.2019.1666885ISI: 000487636800001Scopus ID: 2-s2.0-85073959583OAI: oai:DiVA.org:ltu-76470DiVA, id: diva2:1362903
Projects
PipeXrail
Funder
Vinnova, 2016-033113
Note

Validerad;2020;Nivå 2;2020-01-28 (johcin)

Available from: 2019-10-22 Created: 2019-10-22 Last updated: 2021-10-15Bibliographically approved

Open Access in DiVA

fulltext(2875 kB)3270 downloads
File information
File name FULLTEXT01.pdfFile size 2875 kBChecksum SHA-512
14feec3ffe0590f41a1eb9014d11a52c95b5b04b74b358a5868934a2085ca7e819c4d59f2e7180b4b2b4809b28b77e6410e21683d12b43e16bf603904037c0ed
Type fulltextMimetype application/pdf

Other links

Publisher's full textScopus

Search in DiVA

By author/editor
Garmabaki, Amir SoleimaniMarklund, StefanThaduri, AdithyaHedström, AnnelieKumar, Uday
By organisation
Operation, Maintenance and AcousticsArchitecture and Water
In the same journal
Structure and Infrastructure Engineering
Reliability and MaintenanceWater EngineeringOther Civil Engineering

Search outside of DiVA

GoogleGoogle Scholar
Total: 3289 downloads
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

doi
urn-nbn

Altmetric score

doi
urn-nbn
Total: 415 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf