Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/112197
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorJiang, SCen_US
dc.creatorWeng, ZHen_US
dc.creatorWu, DFen_US
dc.creatorDu, YCen_US
dc.creatorLiu, CLen_US
dc.creatorLin, YCen_US
dc.date.accessioned2025-04-01T03:43:35Z-
dc.date.available2025-04-01T03:43:35Z-
dc.identifier.urihttp://hdl.handle.net/10397/112197-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.rights© 2024 The Authors. Published by Elsevier Ltd. This 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 Jiang, S., Weng, Z., Wu, D., Du, Y., Liu, C., & Lin, Y. (2024). Pavement compactness estimation based on 3D pavement texture features. Case Studies in Construction Materials, 21, e03768 is available at https://doi.org/10.1016/j.cscm.2024.e03768.en_US
dc.subjectCompaction estimationen_US
dc.subject3D pavement textureen_US
dc.subjectFeatures significanceen_US
dc.subjectOptimal rangeen_US
dc.titlePavement compactness estimation based on 3D pavement texture featuresen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume21en_US
dc.identifier.doi10.1016/j.cscm.2024.e03768en_US
dcterms.abstractUnderstanding the correlation between pavement compactness and pavement texture features aids in determining the range of compaction passes. This paper proposes an estimation model for pavement compactness based on 3D pavement features. The compaction process was simulated in laboratory for four different gradation types with varying compaction passes while 3D texture data were obtained. Parameters were calculated to interpret texture features. The Random Forest model and the Shapley additive explanations approach were used to explore the contribution of different feature parameters to the compactness prediction model for the feature selection. A polynomial linear model was proposed to predict the compactness using five selected parameters, which showed a good fit. It was also observed that Da and Spk make a more substantial contribution to the model. Additionally, an optimal compaction pass range considering compactness, texture depth, and temperature drop was proposed to support the control strategies in road compaction construction sites.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCase studies in construction materials, Dec. 2024, v. 21, e03768en_US
dcterms.isPartOfCase studies in construction materialsen_US
dcterms.issued2024-12-
dc.identifier.isiWOS:001317863700001-
dc.identifier.eissn2214-5095en_US
dc.identifier.artne03768en_US
dc.description.validate202504 bcrcen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Shanghai Science and Technology Innovation Action Plan Star project; Fundamental Research Funds for the Central Universities; Scientific Research Project of Shanghai Housing and Urban-Rural Construction Management Committeeen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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