摘要
通过对山区沥青路面推移破坏进行的实地调查,并对路面材料的组成进行了室内外试验检验,分析了导致路面结构层层间推移的主要原因,认为山区公路沥青路面的层间滑移与超载、路线纵坡、基面层材料结构及施工工艺有关。在此基础上,提出了一些相应的解决措施。
By investigation of cutting slippage between the layers of the asphalt pavement in the mountain district, and do some test work in the field and laboratory, the main cause of cutting slippage is analyzed. Cutting slippage between the layers of the asphalt pavement in the mountain district are related to overload, alignment longitudinal slope, material structure and construction technology of base course and surface course. At last the technical means to solve this problem is put forward.
出处
《中南公路工程》
2005年第2期83-85,共3页
Central South Highway Engineering
