in this paper, aiming at the characteristics of urban track traffic, research has been done mainly on support spacing of rail on integrated ballast bed of viaduct.
with the standard finite element analysis tension stress appears in the ballast bed in violation of the condition real.
现行的有限元分析方法,得到道床内出现拉应力的分析结果,这与实际情况是相违背的。
to design thickness of ballast bed is based on the required strength of track structure and partly the experience in national railway.
现行的地铁设计规范对道床厚度的选择仅根据轨道强度要求和国铁的经验确定。
in this paper, the some types of ballast bed and ballastless bed of under-rail foundation for the urban elevated rail transit are described, and their applicable scopes are also explored.