Loading…

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...

Full description

Saved in:
Bibliographic Details
Published in:Journal of materials in civil engineering 2025-02, Vol.37 (2)
Main Authors: Zhang, Yining, Chu, Xiaolong, Zhu, Wenkai, Zhan, Xiaoli, Dong, Haidong, Liu, Dong, Wang, Bingjian, Cheng, Huailei, Sun, Lijun
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by
cites cdi_FETCH-LOGICAL-a250t-758c78c0bddbbb4b15e15ba92924337d8d79a9b27d89971b84adc14216c2fee13
container_end_page
container_issue 2
container_start_page
container_title Journal of materials in civil engineering
container_volume 37
creator Zhang, Yining
Chu, Xiaolong
Zhu, Wenkai
Zhan, Xiaoli
Dong, Haidong
Liu, Dong
Wang, Bingjian
Cheng, Huailei
Sun, Lijun
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
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_3133131950</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>3133131950</sourcerecordid><originalsourceid>FETCH-LOGICAL-a250t-758c78c0bddbbb4b15e15ba92924337d8d79a9b27d89971b84adc14216c2fee13</originalsourceid><addsrcrecordid>eNp9kN1Kw0AQhRdRsFZfwKsFr9PuZJMme1lirEprRep12GwmbUqaxN2t2Cfwtd3-gF4JA_PD-Q7MIeQW2ADYCIbPsyRNo8Fskb5MPIgFsDPSAxFwLww5Pyc9FgvhQTiCS3JlzJoxxlnAeuQ7LUtUlrYltSukc10tq0bWNKm3xqKumiW9x6VG3CveUNWy2mBBx6ZbydrSV_mJG2wslU3hhKZaNu6m5QYdbGjrNt12qG2F5uSwU_Ufg1n1ZbcazTW5KGVt8ObU--T9IV0kj950PnlKxlNP-iGzXhTGKooVy4siz_MghxAhzKXwhR9wHhVxEQkpct9NQkSQx4EsFAQ-jJRfIgLvk7ujb6fbjy0am63brXYfm4wDdwUiZE7lH1VKt8ZoLLNOVxupdxmwbB94dgw8OwSeHQJ30PAISaPw1_Yf4gd_P4Sc</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>3133131950</pqid></control><display><type>article</type><title>Effect of the Original Clustering Degree of Reclaimed Asphalt Pavement and Design Parameters on Properties of Recycled Asphalt Mixtures</title><source>ASCE Journals</source><creator>Zhang, Yining ; Chu, Xiaolong ; Zhu, Wenkai ; Zhan, Xiaoli ; Dong, Haidong ; Liu, Dong ; Wang, Bingjian ; Cheng, Huailei ; Sun, Lijun</creator><creatorcontrib>Zhang, Yining ; Chu, Xiaolong ; Zhu, Wenkai ; Zhan, Xiaoli ; Dong, Haidong ; Liu, Dong ; Wang, Bingjian ; Cheng, Huailei ; Sun, Lijun</creatorcontrib><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><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>
fulltext fulltext
identifier ISSN: 0899-1561
ispartof Journal of materials in civil engineering, 2025-02, Vol.37 (2)
issn 0899-1561
1943-5533
language eng
recordid cdi_proquest_journals_3133131950
source ASCE Journals
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
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-03-05T18%3A56%3A00IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Effect%20of%20the%20Original%20Clustering%20Degree%20of%20Reclaimed%20Asphalt%20Pavement%20and%20Design%20Parameters%20on%20Properties%20of%20Recycled%20Asphalt%20Mixtures&rft.jtitle=Journal%20of%20materials%20in%20civil%20engineering&rft.au=Zhang,%20Yining&rft.date=2025-02-01&rft.volume=37&rft.issue=2&rft.issn=0899-1561&rft.eissn=1943-5533&rft_id=info:doi/10.1061/JMCEE7.MTENG-18910&rft_dat=%3Cproquest_cross%3E3133131950%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a250t-758c78c0bddbbb4b15e15ba92924337d8d79a9b27d89971b84adc14216c2fee13%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=3133131950&rft_id=info:pmid/&rfr_iscdi=true