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    Cold Patching Asphalt Mixture with Cutback and 100% Reclaimed Asphalt Pavement: Interfacial Diffusion Mechanism and Performances Evaluation

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 004::page 04024022-1
    Author:
    Yue Liu
    ,
    Litao Geng
    ,
    Baofeng Pan
    ,
    Changjun Zhou
    ,
    Qian Xu
    ,
    Songji Xu
    DOI: 10.1061/JMCEE7.MTENG-17280
    Publisher: ASCE
    Abstract: Potholes are one of the common diseases of asphalt pavements. Cold patching asphalt mixtures (CPAM) are a common material for pothole repair. Reclaimed asphalt pavement (RAP) is a high-potential sustainable material that is commonly used in pavement construction. The aim of this study is to address the balance between performance improvement and cost reduction in CPAM. To achieve this objective, the CPAM was prepared with four different contents of cutback and 100% RAP (RAP-CPAM) and its performances were evaluated by laboratory tests. First, Fourier transform infrared spectroscopy (FTIR) test and scanning electron microscope (SEM) technique were used to analyze the diffusion mechanism between the cutback and the artificial aged binder. Then, the rationality of the cutback content was preliminary estimated by the mixing test and the draindown test. Finally, the adhesion performance, cohesion performance, strength, and resistance to water damage of RAP-CPAM were characterized through laboratory tests. From the FTIR test, the carbonyl index of aged asphalt layer decreased compared to that of the artificial aged binder as the storage time increased. Simultaneously, SEM imaging of the artificial aged binder showed less fractured surfaces after storage. The results of FTIR and SEM tests indicate that the cutback and the artificial aged binder were diffused. It was found that 1.6% content of cutback was slightly lower for RAP-CPAM, and 2.8% was not excessive. Boiling test results show that RAP-CPAM had good adhesion performance. Rolling screen test, Marshall stability test, and immersion Marshall test results reveal that RAP-CPAM had good cohesion performance, strength, and resistance to water damage. Based on the performance evaluation, the optimal content of cutback in RAP-CPAM was determined as about 2.4%–2.8%. In conclusion, the cutback and the RAP binder were successfully diffused, thereby ensuring good performances of RAP-CPAM.
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      Cold Patching Asphalt Mixture with Cutback and 100% Reclaimed Asphalt Pavement: Interfacial Diffusion Mechanism and Performances Evaluation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4296510
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    contributor authorYue Liu
    contributor authorLitao Geng
    contributor authorBaofeng Pan
    contributor authorChangjun Zhou
    contributor authorQian Xu
    contributor authorSongji Xu
    date accessioned2024-04-27T22:22:20Z
    date available2024-04-27T22:22:20Z
    date issued2024/04/01
    identifier other10.1061-JMCEE7.MTENG-17280.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296510
    description abstractPotholes are one of the common diseases of asphalt pavements. Cold patching asphalt mixtures (CPAM) are a common material for pothole repair. Reclaimed asphalt pavement (RAP) is a high-potential sustainable material that is commonly used in pavement construction. The aim of this study is to address the balance between performance improvement and cost reduction in CPAM. To achieve this objective, the CPAM was prepared with four different contents of cutback and 100% RAP (RAP-CPAM) and its performances were evaluated by laboratory tests. First, Fourier transform infrared spectroscopy (FTIR) test and scanning electron microscope (SEM) technique were used to analyze the diffusion mechanism between the cutback and the artificial aged binder. Then, the rationality of the cutback content was preliminary estimated by the mixing test and the draindown test. Finally, the adhesion performance, cohesion performance, strength, and resistance to water damage of RAP-CPAM were characterized through laboratory tests. From the FTIR test, the carbonyl index of aged asphalt layer decreased compared to that of the artificial aged binder as the storage time increased. Simultaneously, SEM imaging of the artificial aged binder showed less fractured surfaces after storage. The results of FTIR and SEM tests indicate that the cutback and the artificial aged binder were diffused. It was found that 1.6% content of cutback was slightly lower for RAP-CPAM, and 2.8% was not excessive. Boiling test results show that RAP-CPAM had good adhesion performance. Rolling screen test, Marshall stability test, and immersion Marshall test results reveal that RAP-CPAM had good cohesion performance, strength, and resistance to water damage. Based on the performance evaluation, the optimal content of cutback in RAP-CPAM was determined as about 2.4%–2.8%. In conclusion, the cutback and the RAP binder were successfully diffused, thereby ensuring good performances of RAP-CPAM.
    publisherASCE
    titleCold Patching Asphalt Mixture with Cutback and 100% Reclaimed Asphalt Pavement: Interfacial Diffusion Mechanism and Performances Evaluation
    typeJournal Article
    journal volume36
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17280
    journal fristpage04024022-1
    journal lastpage04024022-14
    page14
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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