Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101190
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorJin, YFen_US
dc.creatorYin, ZYen_US
dc.creatorZhou, WHen_US
dc.creatorYin, JHen_US
dc.creatorShao, JFen_US
dc.date.accessioned2023-08-30T04:15:44Z-
dc.date.available2023-08-30T04:15:44Z-
dc.identifier.issn0013-7952en_US
dc.identifier.urihttp://hdl.handle.net/10397/101190-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2018 Elsevier B.V. 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., Yin, J. H., & Shao, J. F. (2019). A single-objective EPR based model for creep index of soft clays considering L2 regularization. Engineering Geology, 248, 242-255 is available at https://doi.org/10.1016/j.enggeo.2018.12.006.en_US
dc.subjectAtterberg limitsen_US
dc.subjectCreepen_US
dc.subjectEvolutionary polynomial regressionen_US
dc.subjectModel selectionen_US
dc.subjectOptimizationen_US
dc.subjectSoft claysen_US
dc.titleA single-objective EPR based model for creep index of soft clays considering L₂ regularizationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage242en_US
dc.identifier.epage255en_US
dc.identifier.volume248en_US
dc.identifier.doi10.1016/j.enggeo.2018.12.006en_US
dcterms.abstractA correlation of creep index (Cα) with high performance is highly recommended for soft clay engineering practice. Current empirical correlations are only acceptable for a few clays. This paper aims to propose a robust and effective evolutionary polynomial regression (EPR) model for Cα of clay. First, a database covering various clays is formed, in which 120 data are randomly selected for training and the remaining data are used for testing. To avoid overfitting, a novel EPR procedure using a newly enhanced differential evolution (DE) algorithm is proposed with two enhancements: (1) a new fitness function is proposed using the structural risk minimization (SRM) with L₂ regularization that penalizes polynomial complexity, and (2) an adaptive process for selecting the combination of involved variables and size of polynomial terms is incorporated. By comparing the predictive ability, model complexity, robustness and monotonicity, the EPR formulation for Cα involving clay content, plasticity index and void ratio with three terms is selected as the optimal model. A parametric study is then conducted to assess the importance of each input in the proposed model. All results demonstrate that the proposed model of Cα is simple, robust, and reliable for applications in engineering practice.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering geology, 8 Jan. 2019, v. 248, p. 242-255en_US
dcterms.isPartOfEngineering geologyen_US
dcterms.issued2019-01-08-
dc.identifier.scopus2-s2.0-85058145074-
dc.identifier.eissn1872-6917en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1504-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS19752049-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Yin_Single-objective_EPR based_Model.pdfPre-Published version1.88 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Page views

104
Last Week
0
Last month
Citations as of Nov 9, 2025

Downloads

107
Citations as of Nov 9, 2025

SCOPUSTM   
Citations

72
Citations as of Dec 19, 2025

WEB OF SCIENCETM
Citations

64
Citations as of Dec 18, 2025

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.