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硅藻土改性对沥青路面低温性能的影响
引用本文:刘尚俊,胡浩,龙海辉,诸葛文杰.硅藻土改性对沥青路面低温性能的影响[J].现代交通技术,2010,7(3):12-14.
作者姓名:刘尚俊  胡浩  龙海辉  诸葛文杰
作者单位:1. 广西路桥建设有限公司,广西,南宁,530001
2. 长安大学特殊地区公路工程教育部重点实验室,陕西,西安,710064
摘    要:为了确保硅藻土改性沥青混合料的低温抗裂性能,对3种不同的硅藻土改性沥青及沥青混合料进行一系列的室内试验研究,包括低温弯曲试验、直接拉伸试验、蠕变试验及应力松弛试验。结果表明:硅藻土改性沥青混合料能够显著改善低温抗裂性能,是一种值得推广应用的改性剂。

关 键 词:改性沥青混合料  硅藻土  低温抗裂性能  试验研究

Effect of Asphalt Mixture Modified by Diatomite on Low Temperature Performance
Liu Shangjun,Hu Hao,Long Haihui,Zhuge Wenjie.Effect of Asphalt Mixture Modified by Diatomite on Low Temperature Performance[J].Modern Transportation Technology,2010,7(3):12-14.
Authors:Liu Shangjun  Hu Hao  Long Haihui  Zhuge Wenjie
Institution:Liu Shangjun, Hu Hao, Long Haihui, Zhuge Wenjie ( 1.Guangxi Road & Bridge Construction Co., Ltd., Nanning 530001, China; 2.Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, China)
Abstract:In order to assure low temperature anti-crack performance of diatomite modified asphalt mixture, a series of laboratory tests of the asphalt mixtures that modified by three types of diatomite are studied,including low temperature bend test, direct tension test, creep test and stress relaxation test. The results show that asphalt modified by diatomite can improve the performance of asphalt at low temperature and worth being recommended to use.
Keywords:modified asphalt mixture  diatomite  low temperature anti-crack performance  experiment research
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