Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101186
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorJin, YFen_US
dc.creatorYin, ZYen_US
dc.creatorZhou, WHen_US
dc.creatorHuang, HWen_US
dc.date.accessioned2023-08-30T04:15:42Z-
dc.date.available2023-08-30T04:15:42Z-
dc.identifier.issn0952-1976en_US
dc.identifier.urihttp://hdl.handle.net/10397/101186-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2018 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2018. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Jin, Y. F., Yin, Z. Y., Zhou, W. H., & Huang, H. W. (2019). Multi-objective optimization-based updating of predictions during excavation. Engineering Applications of Artificial Intelligence, 78, 102-123 is available at https://doi.org/10.1016/j.engappai.2018.11.002.en_US
dc.subjectAutomatic updatingen_US
dc.subjectClayen_US
dc.subjectConstitutive modelen_US
dc.subjectExcavationen_US
dc.subjectFinite element methoden_US
dc.subjectMulti-objective optimizationen_US
dc.titleMulti-objective optimization-based updating of predictions during excavationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage102en_US
dc.identifier.epage123en_US
dc.identifier.volume78en_US
dc.identifier.doi10.1016/j.engappai.2018.11.002en_US
dcterms.abstractIn this paper, an efficient multi-objective optimization (MOOP)-based updating framework is established, which involves (1) the development of an enhanced multi-objective differential evolution algorithm with good searching ability and high convergence speed, (2) the development of an enhanced anisotropic elastoplastic model considering small-strain stiffness with its implementation into a finite element code, and (3) the proposal of an identification procedure for parameters using field measurements followed by an updating procedure. The proposed updating framework is verified with a well-documented excavation case where the small-strain stiffness, the anisotropy of elasticity, the anisotropy of yield surface for natural clays, and the parameters of the supporting structures and diaphragm wall are consecutively updated during the staged excavation process. The advantages of the proposed updating framework compared to the Bayesian updating on the same case are also illustrated.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering applications of artificial intelligence, Feb. 2019, v. 78, p. 102-123en_US
dcterms.isPartOfEngineering applications of artificial intelligenceen_US
dcterms.issued2019-02-
dc.identifier.scopus2-s2.0-85057101939-
dc.identifier.eissn1873-6769en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1491-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Science and Technology Development Fund; Fundo para o Desenvolvimento das Ciências e da Tecnologiaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20985929-
dc.description.oaCategoryGreen (AAM)en_US
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