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    Effects of Microcapsules on Self-Healing Performance of Asphalt Materials under Different Loading Modes

    Source: Journal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 002::page 04021010-1
    Author:
    Guoqing Sun
    ,
    Jiupeng Zhang
    ,
    Qi Liu
    ,
    Xiaoyong Tan
    ,
    Cunzhen Zhu
    ,
    Yongsheng Guan
    DOI: 10.1061/JPEODX.0000258
    Publisher: ASCE
    Abstract: This study used two types of self-healing microcapsules to evaluate the healing performances of asphalt materials that contained different dosages of microcapsules under three different loading modes: shear, tension, and bending loads. The optimum dosage of the microcapsules was determined in asphalt materials. The healing performance of the asphalt materials that contained softening and bonding microcapsules under shear load was evaluated by a dynamic shear rheometer (DSR) test. The optimum dosage was determined based on the healing indexes (PDSR1 and PDSR2) of the ratio of the initial shear modulus and loading times. The healing performance of the asphalt material that contained softening microcapsules under tension load was evaluated by a low-temperature tensile (LTT) test. The optimum dosage was determined based on the healing index (PLTT) of the ratio of maximum tension. The healing performance of the asphalt materials that contained bonding microcapsules was evaluated under bending load by a semicircular bending (SCB) test. The optimum dosage was determined based on the healing index (PSCB) of the ratio of the maximum load. The results revealed that the optimum dosages of the softening microcapsules of virgin asphalt binder, aged asphalt binder, and asphalt mortar were 0.5%, 1.0%, and 2.0%, respectively. The optimum dosage of the bonding microcapsules for emulsified asphalt was 1.0% as determined by the DSR test, whereas it was less than 3.0% as determined by the SCB test.
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      Effects of Microcapsules on Self-Healing Performance of Asphalt Materials under Different Loading Modes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270744
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    contributor authorGuoqing Sun
    contributor authorJiupeng Zhang
    contributor authorQi Liu
    contributor authorXiaoyong Tan
    contributor authorCunzhen Zhu
    contributor authorYongsheng Guan
    date accessioned2022-02-01T00:00:45Z
    date available2022-02-01T00:00:45Z
    date issued6/1/2021
    identifier otherJPEODX.0000258.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270744
    description abstractThis study used two types of self-healing microcapsules to evaluate the healing performances of asphalt materials that contained different dosages of microcapsules under three different loading modes: shear, tension, and bending loads. The optimum dosage of the microcapsules was determined in asphalt materials. The healing performance of the asphalt materials that contained softening and bonding microcapsules under shear load was evaluated by a dynamic shear rheometer (DSR) test. The optimum dosage was determined based on the healing indexes (PDSR1 and PDSR2) of the ratio of the initial shear modulus and loading times. The healing performance of the asphalt material that contained softening microcapsules under tension load was evaluated by a low-temperature tensile (LTT) test. The optimum dosage was determined based on the healing index (PLTT) of the ratio of maximum tension. The healing performance of the asphalt materials that contained bonding microcapsules was evaluated under bending load by a semicircular bending (SCB) test. The optimum dosage was determined based on the healing index (PSCB) of the ratio of the maximum load. The results revealed that the optimum dosages of the softening microcapsules of virgin asphalt binder, aged asphalt binder, and asphalt mortar were 0.5%, 1.0%, and 2.0%, respectively. The optimum dosage of the bonding microcapsules for emulsified asphalt was 1.0% as determined by the DSR test, whereas it was less than 3.0% as determined by the SCB test.
    publisherASCE
    titleEffects of Microcapsules on Self-Healing Performance of Asphalt Materials under Different Loading Modes
    typeJournal Paper
    journal volume147
    journal issue2
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000258
    journal fristpage04021010-1
    journal lastpage04021010-14
    page14
    treeJournal of Transportation Engineering, Part B: Pavements:;2021:;Volume ( 147 ):;issue: 002
    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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