Shan Wei, Zhang Shenru
Institute of Cold Regions Science and Engineering, Northeast Forestry University, Harbin 150040, China.
Materials (Basel). 2025 Apr 8;18(8):1691. doi: 10.3390/ma18081691.
In cold regions, the overlay effect often leads to pavement and subgrade distresses, severely compromising the functionality of roads and infrastructure. To address this issue, this study proposes a solution involving permeable pavements and roadbed structures. However, the application of permeable pavement materials in cold regions remains a significant challenge. Building on previous research, this paper introduces a novel pavement material with exceptional mechanical and temperature performance: terminal carboxylated nitrile rubber-modified epoxy asphalt. Specifically, the mechanical properties, viscosity, high-temperature rutting resistance, low-temperature cracking resistance, and modification mechanisms of five terminal carboxylated nitrile rubber-modified epoxy asphalt mixtures with varying terminal carboxylated nitrile rubber contents were investigated. Additionally, the high-temperature, low-temperature, and water stability properties of three types of porous asphalt concrete were compared. The results demonstrate that the incorporation of terminal carboxylated nitrile rubber significantly enhances the mechanical properties and low-temperature cracking resistance of the asphalt without altering the curing time. Although the high-temperature rutting resistance of the asphalt itself decreases, the high-temperature, low-temperature, and water stability properties of the porous asphalt concrete are improved. This improvement is attributed to the chemical reaction between terminal carboxylated nitrile rubber and epoxy resin, which generates a prepolymer containing new substances and forms a stable sea-island structure. This structure promotes a more homogeneous distribution of the asphalt matrix, thereby increasing the cohesive strength and toughness of the asphalt.
在寒冷地区,叠加效应常常导致路面和路基出现病害,严重损害道路及基础设施的功能。为解决这一问题,本研究提出了一种涉及透水路面和路基结构的解决方案。然而,透水路面材料在寒冷地区的应用仍然是一项重大挑战。基于先前的研究,本文介绍了一种具有卓越力学性能和温度性能的新型路面材料:端羧基丁腈橡胶改性环氧沥青。具体而言,研究了五种不同端羧基丁腈橡胶含量的端羧基丁腈橡胶改性环氧沥青混合料的力学性能、粘度、高温抗车辙性能、低温抗裂性能及改性机理。此外,还比较了三种类型多孔沥青混凝土的高温、低温和水稳定性性能。结果表明,加入端羧基丁腈橡胶可显著提高沥青的力学性能和低温抗裂性能,且不改变固化时间。虽然沥青本身的高温抗车辙性能有所下降,但多孔沥青混凝土的高温、低温和水稳定性性能得到了改善。这种改善归因于端羧基丁腈橡胶与环氧树脂之间的化学反应,该反应生成了含有新物质的预聚物并形成了稳定的海岛结构。这种结构促进了沥青基体更均匀的分布,从而提高了沥青的粘结强度和韧性。