摘要
结合呼包改扩建工程,选用两种抗车辙剂,采用0.0%、0.2%、0.3%、0.4%四个不同掺量,分别进行了动稳定度车辙及汉堡轮辙试验。试验结果表明:掺加抗车辙剂后沥青混合料的高温稳定性有了明显提高,综合汉堡与动稳定度车辙试验结果建议工程应用中抗车辙剂的掺量应大于0.25%。
In reconstruction and expansion engineering of Huhhot - Baotou expressway, we chose two kinds of anti - rutting agent and adopted O. 0%, O. 2%, O. 3%, O. 4% four different contents for dynamic stability and Hamburg wheel -tracking test. The results showed that high temperature stability of asphalt mix- ture had been significantly improved after mixing anti -rutting agent, Hamburg and dynamic stability rutting test resutts suggested that anti - rutting agent applications of dosage should be greater than 0.25% in engineer- ing.
出处
《石油沥青》
2014年第1期63-66,共4页
Petroleum Asphalt
关键词
高温性能
抗车辙剂
动稳定度
high temperature performance
anti -rutting agent
dynamic stability