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引用本文:向浩,何兆益,陈柳晓,陈龙,杨德胜.考虑自愈补偿的再生沥青疲劳性能分析[J].建筑材料学报,2018,21(6):1005-1011
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考虑自愈补偿的再生沥青疲劳性能分析
向浩, 何兆益, 陈柳晓, 陈龙, 杨德胜
重庆交通大学土木工程学院,重庆400074
摘要:
为研究自愈补偿对再生沥青疲劳性能的影响,通过动态剪切流变试验,对比分析了9种再生沥青在考虑自愈补偿前后的疲劳性能.采用动态剪切模量降低至初始值50%时的加载次数Nf50来评价再生沥青疲劳性能,采用疲劳寿命变化率HI来评价再生沥青的自愈合性能.结果表明:考虑自愈补偿前,各再生沥青疲劳寿命均与原沥青老化程度、应变大小呈反比,与再生剂掺量呈正比;考虑自愈补偿后,再生沥青疲劳寿命明显增长,间歇时间对疲劳寿命的增长有促进作用,应变大小对疲劳寿命衰减程度影响基本不变,再生剂掺量对疲劳寿命增长的影响显著.考虑自愈补偿前后,再生沥青的疲劳曲线存在明显差别,建议在研究沥青疲劳性能时应考虑自愈补偿的影响.
关键词:  道路工程  再生沥青  试验研究  疲劳性能  自愈合
DOI:103969/j.issn1007 9629201806023
分类号:
基金项目:国家自然科学基金资助项目(51278513);重庆交通大学研究生科研创新项目(2018B0104)
Fatigue Performance Analysis of Regenerated Asphalt Considering Self healing Compensation
XIANG Hao, HE Zhaoyi, CHEN Liuxiao, CHEN Long, YANG Desheng
School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China
Abstract:
In order to study the influence of self healing compensation on fatigue performance of regenerated asphalt, the fatigue performance of 9 kinds of regenerated asphalts was analyzed through dynamic shear rheology test.The fatigue behavior was evaluated by loading cycles when the dynamic shear modulus reduced to 50% of the initial value, and the self healing behavior was evaluated by the changing rate of fatigue life.The results show that before considering self healing compensation, fatigue life of regenerated asphalts is inversely proportional to the original asphalt aging degree and strain control value, while it is proportional to regenerator dosage. After considering self healing compensation, the fatigue life of regenerated asphalts is obviously increased.Intermittent time plays a promoting role in increasing fatigue life.The influence of strain control value on fatigue life attenuation is basically unchanged.The effect of regenerator dosage on fatigue life growth is more significant.Fatigue curves of regenerated asphalts before and after considering the self healing compensation are significantly different.It is suggested that regenerated asphalt fatigue performance should take the impact of self healing compensation into consideration.
Key words:  road engineering  regenerated asphalt  experimental study  fatigue performance  self healing