Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101228
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorJin, YFen_US
dc.creatorYin, ZYen_US
dc.creatorWu, ZXen_US
dc.creatorZhou, WHen_US
dc.date.accessioned2023-08-30T04:16:03Z-
dc.date.available2023-08-30T04:16:03Z-
dc.identifier.issn0029-8018en_US
dc.identifier.urihttp://hdl.handle.net/10397/101228-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2018 Published by Elsevier Ltd.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., Wu, Z. X., & Zhou, W. H. (2018). Identifying parameters of easily crushable sand and application to offshore pile driving. Ocean Engineering, 154, 416-429 is available at https://doi.org/10.1016/j.oceaneng.2018.01.023.en_US
dc.subjectGenetic algorithmen_US
dc.subjectGrain breakageen_US
dc.subjectOptimizationen_US
dc.subjectParameter identificationen_US
dc.subjectPile penetrationen_US
dc.subjectSanden_US
dc.titleIdentifying parameters of easily crushable sand and application to offshore pile drivingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage416en_US
dc.identifier.epage429en_US
dc.identifier.volume154en_US
dc.identifier.doi10.1016/j.oceaneng.2018.01.023en_US
dcterms.abstractThe estimation of the bearing capacity of driven piles of offshore platform in easily crushable sand is a big issue due to the difficulty of parameter identification. The paper proposes an efficient optimization procedure for identifying parameters of easily crushable sand which is then applied to the pile driving simulation. The Nelder-Mead Simplex genetic algorithm (NMGA) is first proposed and a newly enhanced elasto-plastic breakage model is adopted. Then, the performance of NMGA is validated by identifying parameters from synthetic tests, and further verified by triaxial tests on limestone grains, based on which the necessary number of objective tests are also suggested. Finally, the proposed procedure is applied to identify parameters of carbonate marine sand, and the Coupled Eulerian Lagrangian based large deformation analysis combined with the breakage model is carried out for pile driving in the same sand. The role of grain breakage in bearing capacity of driven pile is also discussed. All comparisons demonstrate that the proposed NMGA with breakage model based parameter identification procedure is efficient and effective for easily crushable sand, and the established large deformation analysis of pile driving using the identified parameters is applicable in estimating the bearing capacity.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationOcean engineering, 15 Apr. 2018, v. 154, p. 416-429en_US
dcterms.isPartOfOcean engineeringen_US
dcterms.issued2018-04-15-
dc.identifier.scopus2-s2.0-85042615993-
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1843-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextRegion Pays de la Loire of France; National 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.OPUS14697097-
dc.description.oaCategoryGreen (AAM)en_US
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