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Effect of the Original Clustering Degree of Reclaimed Asphalt Pavement and Design Parameters on Properties of Recycled Asphalt Mixtures
AbstractThe use of reclaimed asphalt pavement (RAP) has brought enormous potential economic and environmental benefits to society. However, the cluster phenomenon of RAP particles in recycled hot-mix asphalt (HMA) has limited the extensive usage of RAP to a certain extent. Therefore, this research e...
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Published in: | Journal of materials in civil engineering 2025-02, Vol.37 (2) |
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description | AbstractThe use of reclaimed asphalt pavement (RAP) has brought enormous potential economic and environmental benefits to society. However, the cluster phenomenon of RAP particles in recycled hot-mix asphalt (HMA) has limited the extensive usage of RAP to a certain extent. Therefore, this research evaluated the effect of the original clustering degree of RAP and design parameters on the properties of recycled HMAs and the qualitative status of RAP cluster in recycled mixes. Six groups of mixes were designed, including one control group in which the RAP particles were designed as completely no cluster status, three experimental groups in which the RAP particles were designed at different original clustering degrees, and another two groups designed under different preheating temperatures and blending time. Then, the volumetric indicators, water stability, rutting, thermal cracking, and abrasion performance of each group were evaluated. It can be found that the RAP cluster was partially dispersed during the mixing and varied with different design parameters. The incomplete dispersion of fine RAP cluster acted as a “fake coarse aggregate” and affected the volumetric results and performance of final mixtures. Therefore, it may be inaccurate to design the aggregate gradation of recycled HMAs solely based on the extracted curve or the black curve of original RAP particles. The dispersion process of the RAP cluster during the mixing should not be ignored. In addition, the results also indicated that the original clustering degree of RAP particles may need to be carefully controlled during the construction. |
doi_str_mv | 10.1061/JMCEE7.MTENG-18910 |
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However, the cluster phenomenon of RAP particles in recycled hot-mix asphalt (HMA) has limited the extensive usage of RAP to a certain extent. Therefore, this research evaluated the effect of the original clustering degree of RAP and design parameters on the properties of recycled HMAs and the qualitative status of RAP cluster in recycled mixes. Six groups of mixes were designed, including one control group in which the RAP particles were designed as completely no cluster status, three experimental groups in which the RAP particles were designed at different original clustering degrees, and another two groups designed under different preheating temperatures and blending time. Then, the volumetric indicators, water stability, rutting, thermal cracking, and abrasion performance of each group were evaluated. It can be found that the RAP cluster was partially dispersed during the mixing and varied with different design parameters. The incomplete dispersion of fine RAP cluster acted as a “fake coarse aggregate” and affected the volumetric results and performance of final mixtures. Therefore, it may be inaccurate to design the aggregate gradation of recycled HMAs solely based on the extracted curve or the black curve of original RAP particles. The dispersion process of the RAP cluster during the mixing should not be ignored. In addition, the results also indicated that the original clustering degree of RAP particles may need to be carefully controlled during the construction.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/JMCEE7.MTENG-18910</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Aggregate gradation ; Aggregates ; Asphalt mixes ; Asphalt pavements ; Blending effects ; Clustering ; Design ; Design analysis ; Design parameters ; Heating ; Performance evaluation ; Technical Papers ; Water stability</subject><ispartof>Journal of materials in civil engineering, 2025-02, Vol.37 (2)</ispartof><rights>2024 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-a250t-758c78c0bddbbb4b15e15ba92924337d8d79a9b27d89971b84adc14216c2fee13</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/JMCEE7.MTENG-18910$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/JMCEE7.MTENG-18910$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,3239,10046,27898,27899,76157,76165</link.rule.ids></links><search><creatorcontrib>Zhang, Yining</creatorcontrib><creatorcontrib>Chu, Xiaolong</creatorcontrib><creatorcontrib>Zhu, Wenkai</creatorcontrib><creatorcontrib>Zhan, Xiaoli</creatorcontrib><creatorcontrib>Dong, Haidong</creatorcontrib><creatorcontrib>Liu, Dong</creatorcontrib><creatorcontrib>Wang, Bingjian</creatorcontrib><creatorcontrib>Cheng, Huailei</creatorcontrib><creatorcontrib>Sun, Lijun</creatorcontrib><title>Effect of the Original Clustering Degree of Reclaimed Asphalt Pavement and Design Parameters on Properties of Recycled Asphalt Mixtures</title><title>Journal of materials in civil engineering</title><description>AbstractThe use of reclaimed asphalt pavement (RAP) has brought enormous potential economic and environmental benefits to society. However, the cluster phenomenon of RAP particles in recycled hot-mix asphalt (HMA) has limited the extensive usage of RAP to a certain extent. Therefore, this research evaluated the effect of the original clustering degree of RAP and design parameters on the properties of recycled HMAs and the qualitative status of RAP cluster in recycled mixes. Six groups of mixes were designed, including one control group in which the RAP particles were designed as completely no cluster status, three experimental groups in which the RAP particles were designed at different original clustering degrees, and another two groups designed under different preheating temperatures and blending time. Then, the volumetric indicators, water stability, rutting, thermal cracking, and abrasion performance of each group were evaluated. It can be found that the RAP cluster was partially dispersed during the mixing and varied with different design parameters. The incomplete dispersion of fine RAP cluster acted as a “fake coarse aggregate” and affected the volumetric results and performance of final mixtures. Therefore, it may be inaccurate to design the aggregate gradation of recycled HMAs solely based on the extracted curve or the black curve of original RAP particles. The dispersion process of the RAP cluster during the mixing should not be ignored. In addition, the results also indicated that the original clustering degree of RAP particles may need to be carefully controlled during the construction.</description><subject>Aggregate gradation</subject><subject>Aggregates</subject><subject>Asphalt mixes</subject><subject>Asphalt pavements</subject><subject>Blending effects</subject><subject>Clustering</subject><subject>Design</subject><subject>Design analysis</subject><subject>Design parameters</subject><subject>Heating</subject><subject>Performance evaluation</subject><subject>Technical Papers</subject><subject>Water stability</subject><issn>0899-1561</issn><issn>1943-5533</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2025</creationdate><recordtype>article</recordtype><recordid>eNp9kN1Kw0AQhRdRsFZfwKsFr9PuZJMme1lirEprRep12GwmbUqaxN2t2Cfwtd3-gF4JA_PD-Q7MIeQW2ADYCIbPsyRNo8Fskb5MPIgFsDPSAxFwLww5Pyc9FgvhQTiCS3JlzJoxxlnAeuQ7LUtUlrYltSukc10tq0bWNKm3xqKumiW9x6VG3CveUNWy2mBBx6ZbydrSV_mJG2wslU3hhKZaNu6m5QYdbGjrNt12qG2F5uSwU_Ufg1n1ZbcazTW5KGVt8ObU--T9IV0kj950PnlKxlNP-iGzXhTGKooVy4siz_MghxAhzKXwhR9wHhVxEQkpct9NQkSQx4EsFAQ-jJRfIgLvk7ujb6fbjy0am63brXYfm4wDdwUiZE7lH1VKt8ZoLLNOVxupdxmwbB94dgw8OwSeHQJ30PAISaPw1_Yf4gd_P4Sc</recordid><startdate>20250201</startdate><enddate>20250201</enddate><creator>Zhang, Yining</creator><creator>Chu, Xiaolong</creator><creator>Zhu, Wenkai</creator><creator>Zhan, Xiaoli</creator><creator>Dong, Haidong</creator><creator>Liu, Dong</creator><creator>Wang, Bingjian</creator><creator>Cheng, Huailei</creator><creator>Sun, Lijun</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20250201</creationdate><title>Effect of the Original Clustering Degree of Reclaimed Asphalt Pavement and Design Parameters on Properties of Recycled Asphalt Mixtures</title><author>Zhang, Yining ; Chu, Xiaolong ; Zhu, Wenkai ; Zhan, Xiaoli ; Dong, Haidong ; Liu, Dong ; Wang, Bingjian ; Cheng, Huailei ; Sun, Lijun</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a250t-758c78c0bddbbb4b15e15ba92924337d8d79a9b27d89971b84adc14216c2fee13</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2025</creationdate><topic>Aggregate gradation</topic><topic>Aggregates</topic><topic>Asphalt mixes</topic><topic>Asphalt pavements</topic><topic>Blending effects</topic><topic>Clustering</topic><topic>Design</topic><topic>Design analysis</topic><topic>Design parameters</topic><topic>Heating</topic><topic>Performance evaluation</topic><topic>Technical Papers</topic><topic>Water stability</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhang, Yining</creatorcontrib><creatorcontrib>Chu, Xiaolong</creatorcontrib><creatorcontrib>Zhu, Wenkai</creatorcontrib><creatorcontrib>Zhan, Xiaoli</creatorcontrib><creatorcontrib>Dong, Haidong</creatorcontrib><creatorcontrib>Liu, Dong</creatorcontrib><creatorcontrib>Wang, Bingjian</creatorcontrib><creatorcontrib>Cheng, Huailei</creatorcontrib><creatorcontrib>Sun, Lijun</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of materials in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhang, Yining</au><au>Chu, Xiaolong</au><au>Zhu, Wenkai</au><au>Zhan, Xiaoli</au><au>Dong, Haidong</au><au>Liu, Dong</au><au>Wang, Bingjian</au><au>Cheng, Huailei</au><au>Sun, Lijun</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of the Original Clustering Degree of Reclaimed Asphalt Pavement and Design Parameters on Properties of Recycled Asphalt Mixtures</atitle><jtitle>Journal of materials in civil engineering</jtitle><date>2025-02-01</date><risdate>2025</risdate><volume>37</volume><issue>2</issue><issn>0899-1561</issn><eissn>1943-5533</eissn><abstract>AbstractThe use of reclaimed asphalt pavement (RAP) has brought enormous potential economic and environmental benefits to society. However, the cluster phenomenon of RAP particles in recycled hot-mix asphalt (HMA) has limited the extensive usage of RAP to a certain extent. Therefore, this research evaluated the effect of the original clustering degree of RAP and design parameters on the properties of recycled HMAs and the qualitative status of RAP cluster in recycled mixes. Six groups of mixes were designed, including one control group in which the RAP particles were designed as completely no cluster status, three experimental groups in which the RAP particles were designed at different original clustering degrees, and another two groups designed under different preheating temperatures and blending time. Then, the volumetric indicators, water stability, rutting, thermal cracking, and abrasion performance of each group were evaluated. It can be found that the RAP cluster was partially dispersed during the mixing and varied with different design parameters. The incomplete dispersion of fine RAP cluster acted as a “fake coarse aggregate” and affected the volumetric results and performance of final mixtures. Therefore, it may be inaccurate to design the aggregate gradation of recycled HMAs solely based on the extracted curve or the black curve of original RAP particles. The dispersion process of the RAP cluster during the mixing should not be ignored. In addition, the results also indicated that the original clustering degree of RAP particles may need to be carefully controlled during the construction.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/JMCEE7.MTENG-18910</doi></addata></record> |
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subjects | Aggregate gradation Aggregates Asphalt mixes Asphalt pavements Blending effects Clustering Design Design analysis Design parameters Heating Performance evaluation Technical Papers Water stability |
title | Effect of the Original Clustering Degree of Reclaimed Asphalt Pavement and Design Parameters on Properties of Recycled Asphalt Mixtures |
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