高速铁路深路堑框架型桩板墙二维有限元分析  

Two-Dimensional Finite Element Analysis on High-Speed Railway Deep Cutting Frame Sheet Pile Wall

作　　者：秦旗[1] 韩仙华 

机构地区：[1]中铁第一勘察设计院集团有限公司,陕西西安710043 [2]中铁五局集团一公司,湖南长沙410000

出　　处：《交通标准化》2011年第7期120-124,共5页Communications Standardization

摘　　要：根据具体工程实例,针对高度超过15m的深路堑桩板墙进行比选设计,并采用有限元软件对比选的三种结构型式进行二维整体稳定性模拟计算分析,所得到的计算结果更具合理性,可为工程设计、施工提供可靠数据,也可供相关工程借鉴。The deep cut pile retaining wall whose height is more than 15m is selected and designed according to specific examples of projects,and the two-dimensional overall stability of three structural types is simulated and analyzed by finite element software.The result is more reasonable which can provide reliable data for engineering design and construction.It can be consulted by other engineering.

关 键 词：桩板墙 深路堑 有限元 MIDAS 稳定性 

分 类 号：U213.12[交通运输工程—道路与铁道工程]