摘要
针对隧道内线路所采用的特种布置轨枕方式,采用有限单元法对轨道结构进行了强度分析,从理论上肯定了该布枕方式的安全性和可行性,并结合实用情况阐明了该方式的实用性。
Directing at the special mode of arranging concrete slab sleeper in railway tunnel, this paper analyzes the strength of the track structure by means of the theory of finiteelement, and confirms this structure's safety and feasibility. Combining with practical use,this paper also expounds the practicability of arranging mode.
出处
《石家庄铁道学院学报》
1998年第2期34-38,共5页
Journal of Shijiazhuang Railway Institute
关键词
轨枕板
布枕方式
铁路隧道
强度分析
slab sleeper mode of arranging sleeper strength analysis