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dc.contributor.authorZhang, M
dc.contributor.authorZhu, H
dc.contributor.authorYang, J
dc.contributor.authorQiu, C
dc.contributor.authorJavadi, AA
dc.date.accessioned2023-08-22T13:27:02Z
dc.date.issued2023-06-04
dc.date.updated2023-08-22T12:23:34Z
dc.description.abstractRoad construction in karst areas is a challenging task. Combining the advantages of geosynthetics and fiber Bragg grating (FBG), this paper creatively presents a new type of FBG-3D printed geogrid, which allows reinforcement and accurate deformation monitoring. A series of model tests were carried out to investigate the mechanical and deformation characteristics of the subgrade with underlying karst cave reinforced by FBG-3D printed geogrid. The experimental results indicated that the fully coordinated deformation between FBG sensor and geogrid was successfully achieved by 3D printing technology, and the relationship between fiber wavelength and strain was obtained. The existence of cave had an adverse effect on the subgrade, but the FBG-3D printed geogrids effectively improved the bearing capacity and footing settlement, and the reinforcement effect increased with the decrease of geogrid spacing. In the cyclic loading experiments, the earth pressure inside the subgrade reinforced by geogrid changed as a half-sine wave in each cycle. The FBG sensors accurately measured the strain change inside the subgrade, and the data showed that the deformation of measuring point above the cave model was the largest. The research conclusions provide important basic data for the construction and monitoring of highway and geotechnical engineering projects.en_GB
dc.description.sponsorshipNational Natural Science Foundation of Chinaen_GB
dc.description.sponsorshipNatural Science Foundation of Jiangsu Provinceen_GB
dc.format.extent81-92
dc.identifier.citationVol. 51(5), pp. 81-92en_GB
dc.identifier.doihttps://doi.org/10.1016/j.geotexmem.2023.05.001
dc.identifier.grantnumber51808481en_GB
dc.identifier.grantnumberBK20170477en_GB
dc.identifier.urihttp://hdl.handle.net/10871/133840
dc.identifierORCID: 0000-0001-8376-4652 (Javadi, Akbar A)
dc.language.isoenen_GB
dc.publisherElsevier / International Geosynthetics Society (IGS)en_GB
dc.rights.embargoreasonUnder embargo until 4 June 2024 in compliance with publisher policyen_GB
dc.rights© 2023 Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/  en_GB
dc.subjectFiber Bragg gratingen_GB
dc.subjectGeogriden_GB
dc.subjectModel testen_GB
dc.subjectUnderlying caveen_GB
dc.subjectCyclic loadingen_GB
dc.titleExperimental study of a 3D printed geogrid embedded with FBG sensor for reinforcement of subgrade with underlying caveen_GB
dc.typeArticleen_GB
dc.date.available2023-08-22T13:27:02Z
dc.identifier.issn0266-1144
dc.descriptionThis is the author accepted manuscript. The final version is available from Elsevier via the DOI in this recorden_GB
dc.descriptionNOTE: the title of the author accepted manuscript is slightly different from the published versionen_GB
dc.descriptionData availability: Data will be made available on request.en_GB
dc.identifier.journalGeotextiles and Geomembranesen_GB
dc.relation.ispartofGeotextiles and Geomembranes, 51(5)
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/  en_GB
dcterms.dateAccepted2023-05-17
rioxxterms.versionAMen_GB
rioxxterms.licenseref.startdate2023-06-04
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2023-08-22T13:23:41Z
refterms.versionFCDAM
refterms.panelBen_GB


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© 2023 Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/  
Except where otherwise noted, this item's licence is described as © 2023 Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/