Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/99658
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorYang, Jen_US
dc.creatorLiu, Yen_US
dc.creatorYagiz, Sen_US
dc.creatorLaouafa, Fen_US
dc.date.accessioned2023-07-18T03:12:37Z-
dc.date.available2023-07-18T03:12:37Z-
dc.identifier.issn1674-7755en_US
dc.identifier.urihttp://hdl.handle.net/10397/99658-
dc.language.isoenen_US
dc.publisherChinese Academy of Sciencesen_US
dc.rights© 2021 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V.en_US
dc.rightsThis is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Yang, J., Liu, Y., Yagiz, S., & Laouafa, F. (2021). An intelligent procedure for updating deformation prediction of braced excavation in clay using gated recurrent unit neural networks. Journal of Rock Mechanics and Geotechnical Engineering, 13(6), 1485-1499 is available at https://doi.org/10.1016/j.jrmge.2021.07.011.en_US
dc.subjectBraced excavationen_US
dc.subjectDeep learningen_US
dc.subjectClayen_US
dc.subjectWall deflectionen_US
dc.subjectGround settlementen_US
dc.subjectDeformation updatingen_US
dc.titleAn intelligent procedure for updating deformation prediction of braced excavation in clay using gated recurrent unit neural networksen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1485en_US
dc.identifier.epage1499en_US
dc.identifier.volume13en_US
dc.identifier.issue6en_US
dc.identifier.doi10.1016/j.jrmge.2021.07.011en_US
dcterms.abstractThis paper aims to establish an intelligent procedure that combines the observational method with the existing deep learning technique for updating deformation of braced excavation in clay. The gated recurrent unit (GRU) neural network is adopted to formulate the forecast model and learn the potential rules in the field observations using the Nesterov-accelerated Adam (Nadam) algorithm. In the proposed procedure, the GRU-based forecast model is first trained based on the field data of previous and current stages. Then, the field data of the current stage are used as input to predict the deformation response of the next stage via the previously trained GRU-based forecast model. This updating process will loop up till the end of the excavation. This procedure has the advantage of directly predicting the deformation response of unexcavated stages based on the monitoring data. The proposed intelligent procedure is verified on two well-documented cases in terms of accuracy and reliability. The results indicate that both wall deflection and ground settlement are accurately predicted as the excavation proceeds. Furthermore, the advantages of the proposed intelligent procedure compared with the Bayesian/optimization updating are illustrated.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of rock mechanics and geotechnical engineering, Dec. 2021, v. 13, no. 6, p. 1485-1499en_US
dcterms.isPartOfJournal of rock mechanics and geotechnical engineeringen_US
dcterms.issued2021-12-
dc.identifier.scopus2-s2.0-85117787295-
dc.identifier.eissn2589-0417en_US
dc.description.validate202307 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextPolyU; Zhongtian Construction Group Co. Ltd.en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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