Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/110005
DC Field | Value | Language |
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dc.contributor | Department of Civil and Environmental Engineering | en_US |
dc.creator | Zhang, X | en_US |
dc.creator | Zhu, H | en_US |
dc.creator | Jiang, X | en_US |
dc.creator | Broere, W | en_US |
dc.date.accessioned | 2024-11-20T07:30:49Z | - |
dc.date.available | 2024-11-20T07:30:49Z | - |
dc.identifier.issn | 1674-7755 | en_US |
dc.identifier.uri | http://hdl.handle.net/10397/110005 | - |
dc.language.iso | en | en_US |
dc.publisher | 科学出版社 (Kexue Chubanshe,Science Press) | en_US |
dc.rights | © 2024 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/). | en_US |
dc.rights | The following publication Zhang, X., Zhu, H., Jiang, X., & Broere, W. (2024). Distributed fiber optic sensors for tunnel monitoring: A state-of-the-art review. Journal of Rock Mechanics and Geotechnical Engineering, 16(9), 3841-3863 is available at https://doi.org/10.1016/j.jrmge.2024.01.008. | en_US |
dc.subject | Distributed fiber optic sensor (DFOS) | en_US |
dc.subject | Distributed strain sensing | en_US |
dc.subject | Field instrumentation | en_US |
dc.subject | Point displacement monitoring | en_US |
dc.subject | Tunnel infrastructure | en_US |
dc.title | Distributed fiber optic sensors for tunnel monitoring : a state-of-the-art review | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.spage | 3841 | en_US |
dc.identifier.epage | 3863 | en_US |
dc.identifier.volume | 16 | en_US |
dc.identifier.issue | 9 | en_US |
dc.identifier.doi | 10.1016/j.jrmge.2024.01.008 | en_US |
dcterms.abstract | Distributed fiber optic sensors (DFOSs) possess the capability to measure strain and temperature variations over long distances, demonstrating outstanding potential for monitoring underground infrastructure. This study presents a state-of-the-art review of the DFOS applications for monitoring and assessing the deformation behavior of typical tunnel infrastructure, including bored tunnels, conventional tunnels, as well as immersed and cut-and-cover tunnels. DFOS systems based on Brillouin and Rayleigh scattering principles are both considered. When implementing DFOS monitoring, the fiber optic cable can be primarily installed along transverse and longitudinal directions to (1) measure distributed strains by continuously adhering the fiber to the structure's surface or embedding it in the lining, or (2) measure point displacements by spot-anchoring it on the lining surface. There are four critical aspects of DFOS monitoring, including proper selection of the sensing fiber, selection of the measuring principle for the specific application, design of an effective sensor layout, and establishment of robust field sensor instrumentation. These four issues are comprehensively discussed, and practical suggestions are provided for the implementation of DFOS in tunnel infrastructure monitoring. | en_US |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | Journal of rock mechanics and geotechnical engineering, Sept 2024, v. 16, no. 9, p. 3841-3863 | en_US |
dcterms.isPartOf | Journal of rock mechanics and geotechnical engineering | en_US |
dcterms.issued | 2024-09 | - |
dc.identifier.scopus | 2-s2.0-85189703321 | - |
dc.identifier.eissn | 2589-0417 | en_US |
dc.description.validate | 202411 bcch | en_US |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_Scopus/WOS | - |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | Rijkswaterstaat, the Netherlands; European Union’s Horizon 2020 Research and Innovation Programme; China Scholarship Council; National Natural Science Foundation of China | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Journal/Magazine Article |
Files in This Item:
File | Description | Size | Format | |
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1-s2.0-S1674775524001045-main.pdf | 4.7 MB | Adobe PDF | View/Open |
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