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盐湿环境下沥青混合料纤维参数对路用性能的影响

Influence of Fiber Parameters on Pavement Performance of Asphalt Mixture in Saline Wet Environment

  • 摘要: 我国东部沿海地区常年受盐雾及高湿环境影响,导致沥青路面出现严重性能衰减,威胁道路耐久性与服役安全。现有研究多集中于单一纤维改性,对复合纤维在盐湿环境下的协同增强机制尚缺乏系统探讨。为此,以SMA-13沥青混合料为研究对象,采用玄武岩纤维与木质素纤维进行复合改性。通过多因素试验明确纤维参数(长度、掺量、配比)对高温稳定性和水稳定性的影响规律,揭示其在盐湿循环作用下的性能演变机制。结果表明,使用最优配比(玄武岩纤维6 mm、总掺量0.4%、玄武岩纤维与木质素纤维比例2:1)的混合料经15次盐湿循环后,复合纤维组动稳定度达3627次/mm,较单掺玄武岩纤维组提升约18.0%,说明该最优配比可显著提升混合料的高温抗车辙性能。盐蚀作用加速了混合料性能劣化,其中水稳定性(残留稳定度)最为敏感,未掺纤维混合料经5次盐湿循环后残留稳定度已低于规范要求(80%),而高温稳定性(动稳定度)在11次循环后失效。纤维改性在一定程度上缓解了盐蚀损伤:复合纤维组在15次盐湿循环后高温动稳定度仍满足规范,优于单掺玄武岩纤维组;水稳定性方面,复合纤维虽将失效循环次数延长至15次(单掺玄武岩纤维为12次),但二者残留稳定度终值差异不足0.5%,改善效果有限。该结果为盐湿环境下沥青路面的纤维增强设计提供了理论依据。

     

    Abstract: The coastal regions of eastern China are constantly subjected to salt-fog and high-humidity environments, leading to severe performance degradation of asphalt pavements and threatening their durability and service safety. However, existing research has predominantly focused on single-fiber modification, with a lack of systematic investigation into the synergistic enhancement mechanism of hybrid fibers under saline-wet conditions. To address this, this study employs basalt fiber and lignin fiber to modify SMA-13 asphalt mixtures. It aims to clarify the influence of fiber parameters (length, content, and ratio) on the high-temperature stability and water stability of the mixture through multi-factor experiments, and to reveal its performance evolution mechanism under salt-wet cycling. The results showed that the composite fiber group had a dynamic stability of 3627 times/mm after 15 salt wet cycles using the optimal ratio (6 mm basalt fiber, 0.4% total content, 2:1 ratio of basalt fiber to lignin fiber), which was about 18.0% higher than the single basalt fiber group. This indicates that the optimal ratio can significantly improve the high-temperature rutting resistance of the mixture. Salt erosion accelerates the performance deterioration of the mixture, with water stability (residual Marshall stability) being the most sensitive—the unmodified mixture fell below the specification threshold (80%) after only 5 cycles, compared to 11 cycles for high-temperature stability failure. Fiber modification alleviated salt damage to some extent: the hybrid fiber mixture still met the specification requirements for dynamic stability after 15 salt-wet cycles, outperforming the basalt-fiber-only mixture. In terms of water stability, although the hybrid fibers extended the failure cycle to 15 (compared to 12 for the basalt-fiber-only mixture), the final residual stability values differed by less than 0.5%, indicating limited improvement. This research provides a theoretical basis for the design and performance regulation of fiber-reinforced asphalt pavements in saline-wet environments.

     

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