损伤程度对沥青混合料损伤-愈合行为的影响研究
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    摘要:

    沥青混合料具有自愈合能力,而目前沥青混合料损伤愈合行为的作用机制仍不明确。因此,本文对多因素条件下的沥青混合料自愈合特性进行了研究,从而有助于确定有效的沥青路面养护策略。基于四点弯曲疲劳试验,对不同损伤程度的沥青混合料自愈合进程进行对比分析。结果表明:愈合时间和愈合温度对不同损伤程度的沥青混合料自愈合能力具有积极作用,而低温条件对沥青混合料的自愈合性能具有较大不利影响。给定足够的愈合时间及愈合温度,100%湿度条件对沥青混合料自愈合能力影响显著,将使沥青混合料自愈合效率降低至15%-45%左右。损伤程度的增大对沥青混合料自愈合能力的削弱作用显著。损伤程度过大时,部分微裂纹相互贯通扩展为宏观裂纹,超过裂纹自愈合的临界宽度,导致无法愈合。此时,需借助其他增强愈合性能的手段进行外界干预,从而提高沥青混合料的自愈合效率,进而一定程度恢复路面的服役性能。

    Abstract:

    Asphalt mixture exhibits the ability of self-healing. However, the mechanism of damage healing behavior of asphalt mixtures remains unclear. Hence, the self-healing characteristics of asphalt mixture under multiple factors was studied, which helps to select the maintenance method of asphalt pavement. In this study, the self-healing process of asphalt mixtures with various damage degrees was analyzed based on the four-point bending fatigue test. The results showed that healing time and healing temperature had a positive effect on the self-healing ability of asphalt mixtures with various damage degrees, while low temperature showed a significant adverse effect on the self-healing performance of asphalt mixtures. 100% humidity had a notable influence on the self-healing ability when sufficient healing time and healing temperature were given, which reduced the self-healing efficiency to about 15%-45%. The increase in the damage degree had a significant weakening effect on the self-healing ability of asphalt mixtures. Microcracks with excessive damage extend into macroscopic cracks, which exceed the critical width of self-healing, resulting in failure to heal. In this case, external intervention is needed to improve the self-healing efficiency of the asphalt mixture with the help of other means to enhance the healing performance, and then partially restore the service performance of the pavement.

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林俊.损伤程度对沥青混合料损伤-愈合行为的影响研究[J].城市道桥与防洪,2022,(5):198-201.

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  • 收稿日期:2021-08-17
  • 最后修改日期:2021-08-24
  • 录用日期:2021-09-07
  • 在线发布日期: 2022-05-30
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