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    Improving the Performance of Asphalt Mixtures with Highly Acidic Aggregates in Central Vietnam Using Modifier Based on Styrene–Butadiene–Styrene and Rosin Resin

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007::page 04025191-1
    Author:
    Lan Ngoc Nguyen
    ,
    Hosin “David” Lee
    ,
    Lam Tung Bui
    ,
    Young-ik Kim
    ,
    Van Quyet Truong
    ,
    May Huu Nguyen
    ,
    Du Van Nguyen
    DOI: 10.1061/JMCEE7.MTENG-19501
    Publisher: American Society of Civil Engineers
    Abstract: In Central Vietnam, the aggregate typically originates from highly acidic rocks containing a significant amount of silicon dioxide (SiO2), leading to poor adhesion quality with virgin asphalt binder. Hence, the asphalt mixture production usually needs to utilize adhesion promoters. Based on the chemical compositions of the sample aggregate (up to 72.3% SiO2), research has been conducted to introduce an adhesive agent called rubber modified compound (RMC-160), which is composed of styrene–butadiene–styrene (SBS) with petroleum hydrocarbon resin, treated clay and mineral oil. This article presents the research findings regarding the adhesion effectiveness of RMC-160–modified asphalt binder to high acid-based aggregate through laboratory and field tests, along with the mixture performance under both short-term oven aging (STOA) and long-term oven aging (LTOA). The test results exhibited remarkable effects, whereby the asphalt binder modified with RMC-160 additive significantly increased the adhesion level from Grade 2 to Grade 4, and the asphalt mixtures containing RMC-160 had lower rutting and higher cracking tolerance (CTIndex) under both the STOA and LTOA conditions.
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      Improving the Performance of Asphalt Mixtures with Highly Acidic Aggregates in Central Vietnam Using Modifier Based on Styrene–Butadiene–Styrene and Rosin Resin

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307685
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    • Journal of Materials in Civil Engineering

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    contributor authorLan Ngoc Nguyen
    contributor authorHosin “David” Lee
    contributor authorLam Tung Bui
    contributor authorYoung-ik Kim
    contributor authorVan Quyet Truong
    contributor authorMay Huu Nguyen
    contributor authorDu Van Nguyen
    date accessioned2025-08-17T22:57:06Z
    date available2025-08-17T22:57:06Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19501.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307685
    description abstractIn Central Vietnam, the aggregate typically originates from highly acidic rocks containing a significant amount of silicon dioxide (SiO2), leading to poor adhesion quality with virgin asphalt binder. Hence, the asphalt mixture production usually needs to utilize adhesion promoters. Based on the chemical compositions of the sample aggregate (up to 72.3% SiO2), research has been conducted to introduce an adhesive agent called rubber modified compound (RMC-160), which is composed of styrene–butadiene–styrene (SBS) with petroleum hydrocarbon resin, treated clay and mineral oil. This article presents the research findings regarding the adhesion effectiveness of RMC-160–modified asphalt binder to high acid-based aggregate through laboratory and field tests, along with the mixture performance under both short-term oven aging (STOA) and long-term oven aging (LTOA). The test results exhibited remarkable effects, whereby the asphalt binder modified with RMC-160 additive significantly increased the adhesion level from Grade 2 to Grade 4, and the asphalt mixtures containing RMC-160 had lower rutting and higher cracking tolerance (CTIndex) under both the STOA and LTOA conditions.
    publisherAmerican Society of Civil Engineers
    titleImproving the Performance of Asphalt Mixtures with Highly Acidic Aggregates in Central Vietnam Using Modifier Based on Styrene–Butadiene–Styrene and Rosin Resin
    typeJournal Article
    journal volume37
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19501
    journal fristpage04025191-1
    journal lastpage04025191-13
    page13
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 007
    contenttypeFulltext
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