[1]董瑞琨,孙立军.考虑老化的沥青结合料低温感温性指标[J].中国公路学报,2006,19(4):34-39.
Dong Ruikun,Sun Lijun.Low temperature susceptibility indexes of asphalt binder with different aging degree[J].China Journal of Highway and Transport,2006,19(4):34-39.
[2]Asphalt Institute.Performance Graded Asphalt Binder Specification and Testing Superpave Serise No.1(SP-1)[R].Lexington:Asphalt Institute,1994:36-48.
[3]封基良.沥青BBR小梁试验的流变分析[J].武汉理工大学学报:交通科学与工程版,2006,30(2):205-208.
Feng Jiliang.Rheological analysis of asphalt tested by bending beam pheometer[J].Journal of Wuhan University of Technology:Transportation Science & Engineering,2006,30(2):205-208.
[4]朱春阳,杨 毅,刘学建.不同标号沥青的弯曲梁流变试验对比分析研究[J].中外公路,2007,27(4):289-291.
Zhu Chunyang,Yang Yi,Liu Xuejian.Comparison analysis and research of different grade asphalt with bending beams rheological test[J].Journal of China & Foreign Highway,2007,27(4):289-291.
[5]李志栋,黄晓明.应用Superpave沥青标准预测低温开裂[J].中外公路,2004,24(3):100-103.
Li Zhidong,Huang Xiaoming.Application of superpave asphalt standard in forecasting the low temperature cracking[J].Journal of China & Foreign Highway,2004,24(3):100-103.
[6]苗其东,姚强,载鑫.浅论模拟沥青加热拌和老化的两种试验方法[J].石油沥青,2009,23(5):63-67.
Miao Qidong,Yao Qiang,Zai Xin.Shallow theory of two kinds of test method with the simulate asphalt heating ageing of mixing[J].Petroleum Asphalt,2009,23(5):63-67.
[7]栾自胜,雷军旗,屈仆,等.SBS改性沥青低温性能评价方法[J].武汉理工大学学报,2010,32(2):15-18.
Luan Zisheng,Lei Junqi,Qu Pu,et al.Evaluation methods of SBS modified-asphalt binders[J].Journal of Wuhan University of Technology,2010,32(2):15-18.
[8]周进川,张智强,饶枭宇.SBS 改性沥青抗裂特性的SHRP 试验研究[J].重庆交通学院学报,2005,24(1):50-52.
Zhou Jinchuan,Zhang Zhiqiang,Rao Xiaoyu.Study on SHRP SBS modified asphalts’ anti-cracking characteristics[J].Journal of Chongqing Jiaotong University,2005,24 (1):50-52.
[9]詹小丽,张肖宁,卢亮,等.沥青临界开裂温度的研究[J].公路,2007(3):125-128.
Zhan Xiaoli,Zhang Xiaoning,Lu Liang,et al.A study on critical cracking temperature of asphalt[J].Highway,2007(3):125-128.
|