Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/108429
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, J-
dc.creatorZhu, H-
dc.creatorTan, D-
dc.creatorLi, Z-
dc.creatorLi, J-
dc.creatorWei, C-
dc.creatorShi, B-
dc.date.accessioned2024-08-19T01:58:20Z-
dc.date.available2024-08-19T01:58:20Z-
dc.identifier.issn1674-7755-
dc.identifier.urihttp://hdl.handle.net/10397/108429-
dc.language.isoenen_US
dc.publisher科学出版社 (Kexue Chubanshe,Science Press)en_US
dc.rights© 2023 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under theCCBY license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Wang, J., Zhu, H., Tan, D., Li, Z., Li, J., Wei, C., & Shi, B. (2023). Thermal integrity profiling of cast-in-situ piles in sand using fiber-optic distributed temperature sensing. Journal of Rock Mechanics and Geotechnical Engineering, 15(12), 3244-3255 is available at https://doi.org/10.1016/j.jrmge.2023.02.028.en_US
dc.subjectDistributed temperature sensing (DTS)en_US
dc.subjectFiber-optic thermal integrity profiling (FO-TIP)en_US
dc.subjectGeotechnical monitoringen_US
dc.subjectHeat transferen_US
dc.subjectPile defecten_US
dc.subjectPile‒soil interfaceen_US
dc.titleThermal integrity profiling of cast-in-situ piles in sand using fiber-optic distributed temperature sensingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage3244-
dc.identifier.epage3255-
dc.identifier.volume15-
dc.identifier.issue12-
dc.identifier.doi10.1016/j.jrmge.2023.02.028-
dcterms.abstractDefects in cast-in-situ piles have an adverse impact on load transfer at the pile‒soil interface and pile bearing capacity. In recent years, thermal integrity profiling (TIP) has been developed to measure temperature profiles of cast-in-situ piles, enabling the detection of structural defects or anomalies at the early stage of construction. However, using this integrity testing method to evaluate potential defects in cast-in-situ piles requires a comprehensive understanding of the mechanism of hydration heat transfer from piles to surrounding soils. In this study, small-scale model tests were conducted in laboratory to investigate the performance of TIP in detecting pile integrity. Fiber-optic distributed temperature sensing (DTS) technology was used to monitor detailed temperature variations along model piles in sand. Additionally, sensors were installed in sand to measure water content and matric suction. An interpretation method against available DTS-based thermal profiles was proposed to reveal the potential defective regions. It shows that the temperature difference between normal and defective piles is more obvious in wet sand. In addition, there is a critical zone of water migration in sand due to the water absorption behavior of cement and temperature transfer-induced water migration in the early-age concrete setting. These findings could provide important insight into the improvement of the TIP testing method for field applications.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of rock mechanics and geotechnical engineering, Dec. 2023, v. 15, no. 12, p. 3244-3255-
dcterms.isPartOfJournal of rock mechanics and geotechnical engineering-
dcterms.issued2023-12-
dc.identifier.scopus2-s2.0-85162192522-
dc.identifier.eissn2589-0417-
dc.description.validate202408 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Open Research Project Program of the State Key Laboratory of Internet of Things for Smart City (University of Macau), Chinaen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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