Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/112197
DC Field | Value | Language |
---|---|---|
dc.contributor | Department of Civil and Environmental Engineering | en_US |
dc.creator | Jiang, SC | en_US |
dc.creator | Weng, ZH | en_US |
dc.creator | Wu, DF | en_US |
dc.creator | Du, YC | en_US |
dc.creator | Liu, CL | en_US |
dc.creator | Lin, YC | en_US |
dc.date.accessioned | 2025-04-01T03:43:35Z | - |
dc.date.available | 2025-04-01T03:43:35Z | - |
dc.identifier.uri | http://hdl.handle.net/10397/112197 | - |
dc.language.iso | en | en_US |
dc.publisher | Elsevier BV | en_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.rights | The 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.subject | Compaction estimation | en_US |
dc.subject | 3D pavement texture | en_US |
dc.subject | Features significance | en_US |
dc.subject | Optimal range | en_US |
dc.title | Pavement compactness estimation based on 3D pavement texture features | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.volume | 21 | en_US |
dc.identifier.doi | 10.1016/j.cscm.2024.e03768 | en_US |
dcterms.abstract | Understanding 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.accessRights | open access | en_US |
dcterms.bibliographicCitation | Case studies in construction materials, Dec. 2024, v. 21, e03768 | en_US |
dcterms.isPartOf | Case studies in construction materials | en_US |
dcterms.issued | 2024-12 | - |
dc.identifier.isi | WOS:001317863700001 | - |
dc.identifier.eissn | 2214-5095 | en_US |
dc.identifier.artn | e03768 | en_US |
dc.description.validate | 202504 bcrc | en_US |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_Scopus/WOS | - |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | National 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 Committee | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Journal/Magazine Article |
Files in This Item:
File | Description | Size | Format | |
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1-s2.0-S2214509524009197-main.pdf | 4.44 MB | Adobe PDF | View/Open |
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