摘要
针对低交通量沥青路面的主要病害,根据基层材料的变化分两阶段建模,通过仿真分析弯沉值、沥青面层底面和半刚性基层底面的最大主应力等指标,分析路面结构的优缺点,得到推荐的低交通量道路典型沥青路面结构形式。
For low-traffic asphalt pavement of the main road diseases,advantages and disadvantages of the asphalt pavement structure were analyzed based on sub-base material change in the two-stage modeling and simulation analysis of deflection,and the maximum principa stress and other indicators of the urface layer and the semi-rigid bottom of the asphalt pavement.Finally,the paper ended up with recommendations of typical asphalt pavement structure for ilow-volume traffic roads.
出处
《交通科技与经济》
2011年第2期81-84,共4页
Technology & Economy in Areas of Communications
关键词
低交通量沥青路面
病害
最大主应力
弯沉值
仿真分析
low-volume asphalt road
diseases
maximum principal stress
deflection
simulation analysis