Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/23687
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dc.contributor.authorRui, Y-
dc.contributor.authorde Battista, N-
dc.contributor.authorKechavarzi, C-
dc.contributor.authorXu, X-
dc.contributor.authorYin, M-
dc.date.accessioned2021-12-06T17:15:03Z-
dc.date.available2021-12-06T17:15:03Z-
dc.date.issued2021-03-01-
dc.identifier.citationRui, Y., de Battista, N., Kechavarzi, C., Xu, X. and Yin, M. (2021) 'Distributed fiber optic monitoring of a CFA pile with a central reinforcement bar bundle. Frontiers of Structural and Civil Engineering, 15 (1), pp. 167 - 176. doi: 10.1007/s11709-020-0581-z.en_US
dc.identifier.issn2095-2430-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/23687-
dc.description.abstract© The Author(s) 2021. In this paper, we present an application of distributed fiber optic sensor (DFOS) technology to measure the strain of a continuous flight auger (CFA) test pile with a central reinforcement bar bundle, during a static load test carried out in London. Being distributed in nature, DFOS gives much more information about the pile performance as compared to traditional point sensors, such as identifying cross-sectional irregularities or other anomalies. The strain profiles recorded along the depth of the piles from the DFOS were used to calculate pile deformation (contraction), shaft friction, and tip resistance under various loads. Based on this pile load test, a finite element (FE) analysis was performed using a one-dimensional nonlinear load-transfer model. Calibrated by the shaft friction and tip resistance derived from the monitored data, the FE model was able to simulate the pile and soil performance during the load testing with good accuracy. The effect of the reinforcement cage and central reinforcement bar bundle were investigated, and it was found that the addition of a reinforcement cage would reduce the pile settlement by up to 20%.en_US
dc.description.sponsorshipEPSRC and Innovate UK: Cambridge Centre for Smart Infrastructure and Construction (CSIC) Innovation and Knowledge Centre (EPSRC grand reference number EP/L010917/1).en_US
dc.format.extent167 - 176-
dc.language.isoen_USen_US
dc.publisherSpringer Natureen_US
dc.rights© The Author(s) 2021. This article is published with open access at link.springer.com and journal.hep.com.cn. Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit https://creativecommons.org/licenses/by/4.0/.-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectcontinuous flight auger pileen_US
dc.subjectstatic load testen_US
dc.subjectcentral reinforcement bar bundleen_US
dc.subjectdistributed fiber optic sensoren_US
dc.subjectfinite elementen_US
dc.subjectload transferen_US
dc.titleDistributed fiber optic monitoring of a CFA pile with a central reinforcement bar bundleen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1007/s11709-020-0581-z-
dc.relation.isPartOfFrontiers of Structural and Civil Engineering-
pubs.issue1-
pubs.publication-statusPublished-
pubs.volume15-
dc.identifier.eissn2095-2449-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

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