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山区沥青路面层间推移原因分析及技术对策
引用本文:武建民,苏凯,宋田兴.山区沥青路面层间推移原因分析及技术对策[J].中南公路工程,2005,30(2):83-85.
作者姓名:武建民  苏凯  宋田兴
作者单位:[1]长安大学教育部特殊地区公路工程重点实验室,陕西西安710064 [2]邢台市交通局,河北邢台054000
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问推移的主要原因,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。

关 键 词:山区公路  沥青路面  层间推移  影响因素  基面层材料结构  施工工艺
文章编号:1002-1205(2005)02-0083-03
修稿时间:2003年12月13

Analysis of Causes and Technical Means against Inter-layer Slippage in Mountain Regions
WU Jianmin ,SU Kai ,SONG Tianxing.Analysis of Causes and Technical Means against Inter-layer Slippage in Mountain Regions[J].Central South Highway Engineering,2005,30(2):83-85.
Authors:WU Jianmin  SU Kai  SONG Tianxing
Institution:WU Jianmin 1,SU Kai 1,SONG Tianxing 2
Abstract: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.
Keywords:mountain highway  asphalt pavement  inter-layer slippage  technical means
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