中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2015, Vol. 34 ›› Issue (1): 60-63.DOI: 10.3969/j.issn.1674-0696.2015.01.13

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Water Stability of Warm Recycled Asphalt Mixture

Cheng Peifeng, Han Yongqiang   

  1. Civil Engineering College, Northeast Forestry University, Harbin 150040, Heilongjiang, China
  • Received:2013-10-21 Revised:2014-03-23 Online:2015-02-15 Published:2015-03-10

温拌再生沥青混合料水稳性能研究

程培峰,韩永强   

  1. 东北林业大学 土木工程学院,黑龙江 哈尔滨 150040
  • 作者简介:程培峰(1963—),男,辽宁朝阳人,教授,博士生导师,主要从事路基工程、路面材料及结构理论、软土地基处理技术等方面的研究。 E-mail:chengpeifeng@126.com。

Abstract: Using freeze-thaw splitting test method, research the water stability change rule of warm recycled asphalt mixture with different RAP(reclaimed asphalt pavement materials)content, short-term aging of warm recycled asphalt mixture and different molding temperature. Study results show that: the water stability of warm recycled asphalt mixture waken with the increase of RAP content, getting stronger after short-term aging. In order to ensure the road performance, molding temperature of warm recycled asphalt mixture can reduce 25 ℃~30 ℃ at most when RAP content is within 40%, 10 ℃ when the content is 50%.

Key words: road engineering, warm recycled, asphalt mixture, water stability

摘要: 采用冻融劈裂试验,研究不同RAP(回收沥青路面材料)掺量、再生混合料的短期老化和不同成型温度下温拌再生沥青混合料水稳定性的变化。研究结果表明:温拌再生混合料的水稳定 性随着RAP掺量的增加而下降,经过短期老化后的温拌再生混合料水稳定性有所增强;为保证路用性能,温拌再生沥青混合料中RAP掺量在40%以内时的成型温度最大可降低25~30 ℃,掺量为 50%时最大可降温10 ℃。

关键词: 道路工程, 温拌再生, 沥青混合料, 水稳定性

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