Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116874
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, D-
dc.creatorXia, C-
dc.creatorXiao, G-
dc.creatorLiu, D-
dc.creatorWang, S-
dc.creatorLv, S-
dc.creatorLiu, J-
dc.creatorLiu, B-
dc.creatorJin, X-
dc.date.accessioned2026-01-21T03:53:32Z-
dc.date.available2026-01-21T03:53:32Z-
dc.identifier.urihttp://hdl.handle.net/10397/116874-
dc.language.isoenen_US
dc.publisherElsevier BVen_US
dc.rights© 2025 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC license ( http://creativecommons.org/licenses/by-nc/4.0/ ).en_US
dc.rightsThe following publication Wang, D., Xia, C., Xiao, G., Liu, D., Wang, S., Lv, S., Liu, J., Liu, B., & Jin, X. (2025). Rheological properties and aging resistance of asphalt modified with Camellia oleifera fruit shells. Case Studies in Construction Materials, 23, e05275 is available at https://doi.org/10.1016/j.cscm.2025.e05275.en_US
dc.subjectBiomass-modified asphalten_US
dc.subjectDiscarded Camellia oleifera fruit shellen_US
dc.subjectPavement engineeringen_US
dc.subjectRheological performanceen_US
dc.titleRheological properties and aging resistance of asphalt modified with Camellia oleifera fruit shellsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume23-
dc.identifier.doi10.1016/j.cscm.2025.e05275-
dcterms.abstractThe increasing traffic demand and sustainability concerns associated with polymer-modified asphalt present new challenges for road engineering. This study explores the use of discarded Camellia oleifera fruit shells (CFS) as a biomass modifier to produce asphalt with varying CFS contents. The rheological and aging properties of the modified asphalt were evaluated using Dynamic Shear Rheometer (DSR), Bending Beam Rheometer (BBR), and Fourier Transform Infrared Spectroscopy (FTIR). The results show that CFS significantly enhances high-temperature rutting resistance by increasing the complex modulus and deformation stability. A moderate CFS content improves low-temperature ductility and crack resistance, while aging resistance is also notably enhanced. Mechanistic analysis suggests that these improvements are due to the modulus-enhancing effect of lignin, the lubricating properties of polyphenols, and their combined antioxidant effects. The optimal CFS dosage is approximately 12 % by weight. Overall, this study demonstrates that incorporating CFS not only improves asphalt performance but also provides a sustainable approach for biomass waste valorization and the development of environmentally friendly road materials.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationCase studies in construction materials, Dec. 2025, v. 23, e05275-
dcterms.isPartOfCase studies in construction materials-
dcterms.issued2025-12-
dc.identifier.scopus2-s2.0-105015386395-
dc.identifier.eissn2214-5095-
dc.identifier.artne05275-
dc.description.validate202601 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis research is partially sponsored by these agents and organizations: National Outstanding Youth Science Fund Project of National Natural Science Foundation of China (52225806), the Open Fund of National Engineering Research Center of Highway Maintenance Technology (Changsha University of Science & Technology) (kfj230203, kfj230205), Shandong Province Transportation Science and Technology Program (2023B83), the Major R&D project of Zhejiang Provincial Department of Transportation (ZJXL-SJT-202316A).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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