Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101057
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWang, HLen_US
dc.creatorYin, ZYen_US
dc.date.accessioned2023-08-30T04:14:32Z-
dc.date.available2023-08-30T04:14:32Z-
dc.identifier.issn0013-7952en_US
dc.identifier.urihttp://hdl.handle.net/10397/101057-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2020 Elsevier B.V. All rights reserved.en_US
dc.rights© 2020. 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 Wang, H. L., & Yin, Z. Y. (2020). High performance prediction of soil compaction parameters using multi expression programming. Engineering Geology, 276, 105758 is available at https://doi.org/10.1016/j.enggeo.2020.105758.en_US
dc.subjectAtterberg limitsen_US
dc.subjectGenetic programmingen_US
dc.subjectGrain size distributionen_US
dc.subjectMaximum dry densityen_US
dc.subjectOptimum water contenten_US
dc.subjectSoil compactionen_US
dc.titleHigh performance prediction of soil compaction parameters using multi expression programmingen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume276en_US
dc.identifier.doi10.1016/j.enggeo.2020.105758en_US
dcterms.abstractPrevious prediction models for soil compaction parameters were developed using limited data of specific soils and their accuracy also needs to be improved. This study presents the development of a new prediction model for the soil compaction parameters (i.e. optimum water content and maximum dry density) using the multi expression programming (MEP). Numerous soil compaction tests with a wide range of soil classifications and compaction energies are first collected to form a large database. Then, the optimal setting of the MEP code parameters is investigated and determined. The explicit formulations for the two key compaction parameters are finally proposed. The validity and the sensitivity analysis of the model are conducted. The results show that the proposed model enables to predict the soil compaction parameters for all kinds of soils in the database with high accuracy. The monotonicity analysis of the predicted compaction parameters with each input property (four physical properties of soil and one compaction energy) verifies the correctness and the validity of proposed model, showing consistency with the monotonicity concerning the actual data in the database. From the sensitivity analysis about the relevance of each input property on the predicted compaction parameters, it is indicated that the plastic limit and the fines content have more significant influences on the prediction results, while the effect of the liquid limit is the least pronounced.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering geology, Oct. 2020, v. 276, 105758en_US
dcterms.isPartOfEngineering geologyen_US
dcterms.issued2020-10-
dc.identifier.scopus2-s2.0-85088229205-
dc.identifier.eissn1872-6917en_US
dc.identifier.artn105758en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0692-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS26105310-
dc.description.oaCategoryGreen (AAM)en_US
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