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金属矿山 ›› 2025, Vol. 55 ›› Issue (8): 272-280.

• 矿物材料 • 上一篇    下一篇

铁尾矿沥青混合料研究进展与性能评价 

严  澔1   郜梓克2   晁先磊1   赵  魏1   王朝辉2    

  1. 1. 新疆中新铁路建设有限公司,新疆 乌鲁木齐 830026;2. 长安大学公路学院,陕西 西安 710064
  • 出版日期:2025-09-15 发布日期:2025-09-16
  • 通讯作者: 王朝辉(1980—),男,教授,博士,博士研究生导师。
  • 作者简介:严  澔(1988—),男,工程师。
  • 基金资助:
    新疆中新铁路建设有限公司科技项目(编号:TQ5B-2023-QT-035);中央高校基本科研业务费专项(编号:300102214908)。 

Research Progress and Performance Evaluation of Iron Tailings Asphalt Mixtures 

YAN Hao 1   GAO Zike 2   CHAO Xianlei 1   ZHAO Wei 1   WANG Chaohui 2    

  1. 1. Xinjiang Zhongxin Railway Construction Co. ,Ltd. ,Urumqi 830026,China; 2. School of Highway,Chang′an University,Xi′an 710064,China
  • Online:2025-09-15 Published:2025-09-16

摘要: 为使设计的铁尾矿沥青混合料组成更合理,提高铁尾矿在沥青混合料中的应用水平,对比了铁尾矿砂 相关技术规范,厘定了铁尾矿沥青混合料的材料组成研究现状,探明了沥青种类、铁尾矿掺量及粒径、外加剂等因素 对沥青混合料性能的影响。 结果表明:铁尾矿砂掺配粒径为 0 ~ 0. 075 mm 时,推荐掺量为 40% ~ 60%;掺配粒径为 0. 075~ 4. 75 mm 时,推荐掺量为 26% ~ 50%;铁尾矿砂的掺配粒径范围越大,其对沥青混合料路用性能影响越明显;铁 尾矿掺入粒径越小、掺量越大,铁尾矿沥青混合料自愈合性能越好;铁尾矿石沥青混合料的高低温特性均较普通沥青 混合料有所提高,且铁尾矿石经适当改性,其水稳定性不足的问题可得到改善。 虽然当前关于铁尾矿沥青混合料的 研究成果不少,但面向复杂服役场景的铁尾矿沥青混合料的组成研究还有待加强。

关键词: 道路工程  铁尾矿  沥青混合料  材料组成  性能评价  自愈合性

Abstract: In order to make the designed of the iron tailings asphalt mixture composition more reasonable and improve the application level of iron tailings in asphalt mixtures,the relevant technical specifications of iron tailings sand were compared, the research status of the material composition of iron tailings asphalt mixtures was clarified,and the effects of factors such as asphalt type,iron tailings dosage and particle size,and admixtures on the performance of asphalt mixtures were investigated. The results showed that when the particle size of iron tailings sand is 0-0. 075 mm,the recommended dosage is 40%-60%; When the particle size is 0. 075-4. 75 mm,the recommended dosage is 26%-50%. The larger the particle size range of iron tailings sand,the more obvious its influence on the road performance of asphalt mixtures. The smaller the particle size and the larger the dosage of iron tailings,the better the self-healing performance of iron tailings asphalt mixtures. The high and low temperature characteristics of iron tailings asphalt mixtures are both improved compared with ordinary asphalt mixtures,and the problem of insufficient water stability of iron tailings after appropriate modification can be improved. Although there are many research results on iron tailings asphalt mixtures at present,the composition research of iron tailings asphalt mixtures for complex service scenarios still needs to be strengthened. 

Key words: road engineering,iron tailings,asphalt mixtures,material composition,performance evaluation,self-healing 

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