Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/108182
DC Field | Value | Language |
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dc.contributor | Department of Civil and Environmental Engineering | - |
dc.creator | Yu, J | - |
dc.creator | Lin, Z | - |
dc.creator | Zou, G | - |
dc.creator | Yu, H | - |
dc.creator | Leng, Z | - |
dc.creator | Zhang, Y | - |
dc.date.accessioned | 2024-07-26T01:40:26Z | - |
dc.date.available | 2024-07-26T01:40:26Z | - |
dc.identifier.issn | 2097-0498 | - |
dc.identifier.uri | http://hdl.handle.net/10397/108182 | - |
dc.language.iso | en | en_US |
dc.publisher | KeAi Publishing Communications Ltd. | en_US |
dc.rights | © 2024 The Authors. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. 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 Yu, J., Lin, Z., Zou, G., Yu, H., Leng, Z., & Zhang, Y. (2024). Long-term performance of recycled asphalt mixtures containing high RAP and RAS. Journal of Road Engineering, 4(1), 36-53 is available at https://doi.org/10.1016/j.jreng.2024.01.003. | en_US |
dc.subject | Cracking | en_US |
dc.subject | Long-term performance | en_US |
dc.subject | Recycled asphalt mixture | en_US |
dc.subject | Recycling agents | en_US |
dc.title | Long-term performance of recycled asphalt mixtures containing high RAP and RAS | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.spage | 36 | - |
dc.identifier.epage | 53 | - |
dc.identifier.volume | 4 | - |
dc.identifier.issue | 1 | - |
dc.identifier.doi | 10.1016/j.jreng.2024.01.003 | - |
dcterms.abstract | The application of reclaimed asphalt pavement (RAP) and reclaimed asphalt shingles (RAS) on asphalt pavement can reduce the asphalt paving cost, conserve energy and protect the environment. However, the use of high contents of RAP and RAS in asphalt pavement may lead to durability issues, especially the fatigue cracking and thermal cracking. It is necessary to conduct a series of analyses on asphalt mixtures containing high RAP and RAS, and seek methods to enhance their long-term performance. This paper provides a comprehensive over-view of the long-term performance of recycled asphalt mixtures containing high contents of RAP and RAS. The findings in this research show that rutting resistance of high recycled asphalt mixtures is not a concern, whereas their resistance to fatigue and thermal cracking is not conclusive. Recycling agents can be used to improve the thermal cracking resistance of high recycled asphalt mixtures. An optimum decision on recycling agents will improve the durability properties of high recycled asphalt mixtures. It is recommended that to use a balanced mixture design approach with testing of the blended asphalt binders will provide better understanding of long-term performance of recycled asphalt mixtures containing high RAP and RAS. | - |
dcterms.accessRights | open access | en_US |
dcterms.bibliographicCitation | Journal of road engineering, Mar. 2024, v. 4, no. 1, p. 36-53 | - |
dcterms.isPartOf | Journal of road engineering | - |
dcterms.issued | 2024-03 | - |
dc.identifier.scopus | 2-s2.0-85187571580 | - |
dc.identifier.eissn | 2773-0077 | - |
dc.description.validate | 202407 bcch | - |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | a3090c | en_US |
dc.identifier.SubFormID | 49542 | en_US |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | National Natural Science Fund for Excellent Young Scientists Fund Program (Overseas) (Grant No. 22FAA02811); Pearl River Talent Plan for the Introduction of High-level Talents (Young Top-notch Talents) (Grant No. 2021QN02G744); Natural Science Foundation of China (Grant No. 52178426); Fundamental Research Funds for the Central Universities (Grant No. SCUT 2022ZYGXZR066 and 2023ZYGXZR001) | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Journal/Magazine Article |
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File | Description | Size | Format | |
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1-s2.0-S2097049824000040-main.pdf | 2.21 MB | Adobe PDF | View/Open |
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