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    Investigation of a Novel Method to Improve the Physical Properties of Recycled Concrete Aggregate for Asphalt Mixtures: Laboratory Characterization and Mechanisms

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005::page 04025074-1
    Author:
    Menglin Li
    ,
    Jun Xie
    ,
    Linli Zhang
    ,
    Shaopeng Wu
    ,
    Chao Li
    ,
    Qian Sun
    ,
    Fusong Wang
    DOI: 10.1061/JMCEE7.MTENG-19114
    Publisher: American Society of Civil Engineers
    Abstract: Recycled concrete aggregate (RCA) often does not meet the requirements of aggregates for asphalt mixture due to the high water absorption and low strength caused by the adhered cement mortar. This study applied a novel method that can both eliminate the mortar and generate a new dense and strong coating on the original aggregate surface by using phosphoric acid–based geopolymer. To determine the optimal ratio of phosphoric acid based geopolymer, a total of 9 types of geopolymers and 27 specimens were designed by the orthogonal method and then prepared. In addition, based on the principle of equal volume substitution, the RCA with a particle size of 4.75–9.5 mm was substituted for basalt to prepare the asphalt mixture. The results showed that the properties of RCA were greatly improved by the generation of hydroxyapatite and geopolymer amorphous phase. It was also found that the negative influence of the RCA on the strength of the interfacial transition zone in the asphalt mixture was reduced after treated with this method, which greatly improved the properties of the asphalt mixture containing RCA to meet the requirements of specification. Therefore, it is a promising way to promote RCA for the application in asphalt mixture.
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      Investigation of a Novel Method to Improve the Physical Properties of Recycled Concrete Aggregate for Asphalt Mixtures: Laboratory Characterization and Mechanisms

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307628
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    contributor authorMenglin Li
    contributor authorJun Xie
    contributor authorLinli Zhang
    contributor authorShaopeng Wu
    contributor authorChao Li
    contributor authorQian Sun
    contributor authorFusong Wang
    date accessioned2025-08-17T22:54:29Z
    date available2025-08-17T22:54:29Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19114.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307628
    description abstractRecycled concrete aggregate (RCA) often does not meet the requirements of aggregates for asphalt mixture due to the high water absorption and low strength caused by the adhered cement mortar. This study applied a novel method that can both eliminate the mortar and generate a new dense and strong coating on the original aggregate surface by using phosphoric acid–based geopolymer. To determine the optimal ratio of phosphoric acid based geopolymer, a total of 9 types of geopolymers and 27 specimens were designed by the orthogonal method and then prepared. In addition, based on the principle of equal volume substitution, the RCA with a particle size of 4.75–9.5 mm was substituted for basalt to prepare the asphalt mixture. The results showed that the properties of RCA were greatly improved by the generation of hydroxyapatite and geopolymer amorphous phase. It was also found that the negative influence of the RCA on the strength of the interfacial transition zone in the asphalt mixture was reduced after treated with this method, which greatly improved the properties of the asphalt mixture containing RCA to meet the requirements of specification. Therefore, it is a promising way to promote RCA for the application in asphalt mixture.
    publisherAmerican Society of Civil Engineers
    titleInvestigation of a Novel Method to Improve the Physical Properties of Recycled Concrete Aggregate for Asphalt Mixtures: Laboratory Characterization and Mechanisms
    typeJournal Article
    journal volume37
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19114
    journal fristpage04025074-1
    journal lastpage04025074-13
    page13
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005
    contenttypeFulltext
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