江训利, 何必想, 刘港归, 陈琪, 王朝晖, 黄志义. 基于塑性活化能的沥青混合料抗车辙性能优化[J]. 北京工业大学学报, 2024, 50(4): 486-497. DOI: 10.11936/bjutxb2022110028
    引用本文: 江训利, 何必想, 刘港归, 陈琪, 王朝晖, 黄志义. 基于塑性活化能的沥青混合料抗车辙性能优化[J]. 北京工业大学学报, 2024, 50(4): 486-497. DOI: 10.11936/bjutxb2022110028
    JIANG Xunli, HE Bixiang, LIU Ganggui, CHEN Qi, WANG Zhaohui, HUANG Zhiyi. Optimization of Anti-rutting of Asphalt Mixtures Based on Plastic Activation Energy[J]. Journal of Beijing University of Technology, 2024, 50(4): 486-497. DOI: 10.11936/bjutxb2022110028
    Citation: JIANG Xunli, HE Bixiang, LIU Ganggui, CHEN Qi, WANG Zhaohui, HUANG Zhiyi. Optimization of Anti-rutting of Asphalt Mixtures Based on Plastic Activation Energy[J]. Journal of Beijing University of Technology, 2024, 50(4): 486-497. DOI: 10.11936/bjutxb2022110028

    基于塑性活化能的沥青混合料抗车辙性能优化

    Optimization of Anti-rutting of Asphalt Mixtures Based on Plastic Activation Energy

    • 摘要: 为了解决目前沥青混合料抗车辙性能评价指标的不足,实现沥青混合料抗车辙性能的优化,依托城市道路大中修项目,采用离散元模拟和塑性活化能(Ea)评价相结合的方法从级配设计角度对试验路段进行抗车辙优化,其中,重点介绍了塑性活化能相关的理论,并给出Ea指标的试验确定和计算方法。研究过程中,首先通过虚拟蠕变试验确定优化级配,然后对优化级配和原设计级配的沥青混合料进行室内蠕变试验,包括浸水和不浸水,20 ℃和40 ℃,有损(300 kPa)和无损(25 kPa)条件下分别进行试验。同时基于理论计算各自Ea大小,分析结果表明优化级配有着较高的Ea。最后为了进一步验证该方法的有效性,采用原设计级配和优化级配的沥青混合料分别进行试验路铺筑,并观测车辙变形情况,对比结果表明优化级配路段抗车辙性能更好,与Ea指标评价结果一致。

       

      Abstract: To solve the deficiency of the current evaluation index and realize the optimization of anti-rutting of asphalt mixtures, based on the urban road repair project, this paper adopted the discrete element and plastic activation energy (Ea) evaluation method to optimize the anti-rutting performance of the test road from gradation design. The theory of plastic activation energy was emphatically introduced, and the test and calculation method of Ea were given. During the research process, the optimized gradation was first determined through the virtual creep test of discrete element, then the indoor creep tests were carried out on the asphalt mixture with the optimized and original gradation, including the tests under the conditions of immersion and non immersion, 20 ℃ and 40 ℃, damage (300 kPa) and non-damage (25 kPa), respectively. At the same time, the Ea was calculated based on the theory, and the results show that the optimal gradation has higher value of Ea. Finally, the asphalt mixture with the original gradation and the optimized gradation were used to build the test road, and the settlements were monitored. The results show that the rutting of the road with the optimized gradation is smaller, which is consistent with the evaluation results of the Ea.

       

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