山东大学学报 (工学版) ›› 2023, Vol. 53 ›› Issue (1): 1-10.doi: 10.6040/j.issn.1672-3961.0.2022.137
• 交通工程——道路材料专题 • 下一篇
张吉哲1(),刚子璇1,毕玉峰2,岳红亚2,徐润2,丁婷婷2,齐仕杰2
Jizhe ZHANG1(),Zixuan GANG1,Yufeng BI2,Hongya YUE2,Run XU2,Tingting DING2,Shijie QI2
摘要:
聚焦赤泥的资源化利用与筑路材料紧缺问题,提出采用赤泥替代石灰岩矿粉制备沥青混合料。针对赤泥-沥青界面遇水强度衰减问题,提出无机粉体共混(水泥、消石灰)和有机偶联剂表面修饰(硅烷偶联剂KH-550、KH-560)的改性工艺,并研究改性前后的赤泥对沥青混合料性能的影响规律。通过动稳定度试验、马歇尔试验、汉堡车辙试验、动态模量试验和两点弯曲试验对改性前后的赤泥沥青混合料进行系统评价,发现普通赤泥可以提高沥青混合料的高温稳定性,但是对水稳定性、低温抗裂性与疲劳性能有不利影响。通过对赤泥改性处理,赤泥沥青混合料的高低温性能、水稳定性与长期耐久性均得到不同程度提高,而采用硅烷偶联剂表面修饰改性效果更好。证实了使用赤泥进行沥青混合料生产的可行性,为赤泥的资源化利用开拓了方向。
中图分类号:
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