| 8 | 0 | 41 |
| 下载次数 | 被引频次 | 阅读次数 |
为了探究木质素纤维和RAP料掺量对温拌再生沥青混合料路用性能的影响,对不同RAP料掺量下木质素纤维温拌再生混合料的性能进行分析,采用动稳定度、破坏最大应变、残留稳定度和TSR等指标对纤维再生沥青混合料的路用性能进行评价分析。结果表明,温拌再生沥青混合料的高温稳定性与RAP料掺量成正比,低温和水稳定性能与其成反比,木质素纤维具备加筋、增黏、阻裂和增韧等作用,可有效提升温拌再生混合料的性能,使其满足规范要求。
Abstract:In order to explore the influence of lignin fiber and RAP content on the road performance of warm-mixed recycled asphalt mixture, the performance of lignin fiber warm-mixed recycled asphalt mixture with different RAP content was analyzed, and the road performance of fiber recycled asphalt mixture was evaluated and analyzed by using dynamic stability, maximum strain to failure, residual stability and TSR.The results show that the high temperature stability of warm-mixed recycled asphalt mixture is directly proportional to the content of RAP,and the low temperature and water stability are inversely proportional to it.Lignin fiber has the functions of reinforcement, viscosity enhancement, crack resistance and toughening, which can effectively improve the performance of warm-mixed recycled asphalt mixture and make it meet the requirements of the specification.
[1] 谢海涛.木质素/玄武岩/聚酯纤维复合沥青的优化设计与性能[J].合成纤维,2025,54(4):79-84.
[2] 翟晓成,杜旭锋,张天荣,等.温拌再生改性沥青混合料疲劳性能及预测模型[J].公路交通技术,2025,41(1):19-27,34.
[3] 裴鑫雨.纤维对沥青胶浆性能的影响研究[J].江苏建材,2024(4):16-18.
[4] 杨骞.木质素纤维对沥青混合料低温性能的影响研究[J].中国建材科技,2024,33(3):117-120.
[5] 肖庆一,陈淼,宇锦涛,等.大掺量温拌再生沥青混合料路用性能研究[J].中国科技论文,2024,19(4):399-406.
[6] 韩振国,石泉彬.温拌沥青再生技术在干线公路大中修中的应用研究[J].江苏建材,2016(3):24-27.
[7] 张秀国,韩燕.再生沥青路面材料性能有限元数值模拟[J].四川建材,2026,52(2):213-215.
[8] 李振,徐世法,罗晓辉,等.温拌再生沥青混合料压实特性评价[J].北京建筑工程学院学报,2010,26(1):14-19.
[9] 任军军.现场热再生施工技术在公路养护中的应用研究[J].四川建材,2025,51(1):130-132,136.
[10] 唐芳.木质素纤维与橡胶沥青复合改性高RAP掺量温拌再生混合料路用性能与耐久性研究[J].公路,2017,62(10):201-207.
基本信息:
中图分类号:U414
引用信息:
[1]顾雨菲,裴鑫雨.木质素纤维对温拌再生沥青混合料路用性能的影响[J].四川建材,2026,52(09):14-16+19.
2026-09-10
2026-09-10