摘要
介绍了青藏公路第三期改建工程采用的橡胶改性沥青混合料的设计方案,经过室内试验研究和实际应用,证明这种沥青混合料具有良好的低温抗裂性、耐久性和便于施工等特点。
Papetr introduces the design scheme of SBR modified asphalt thexture that is adopted for the three sctions of the Qinghai-Tibet highwqy reconstruction project. Through the trial research in the laboratory and application in practice,it is testified that the kind of asphalt mixture possests the better anticrack performance at low temperature, durability and convenient construction and also on.
出处
《西安公路交通大学学报》
CSCD
北大核心
1995年第4期19-23,共5页
Journal of Xi'an Highway University
关键词
冻土地区
沥青混合料
低温抗裂
改性沥青
permafrost region
aphalt mixture
anticrack at low temperature
crack temperature