摘要
为验证深基坑桩(墙)锚杆支护结构的破坏原因,进行内力与变形分析。采用弹性杆系有限元法,结合工程施工实例分析桩(墙)锚杆支护结构的内力和变形,为深基坑桩(墙)支护结构的信息化施工提供了科学的参考依据。
The force and deflection were analyzed in order to validate the damage reason of deep foundation pit pile or wall anchor retaining structure.The flexible truss finite element method was used in the paper.The force and deflection of retaining structure of pile or wall anchor was analyzed,combined with construction example.It provides scientific reference to the informative construction of pile or wall anchor retaining structure.
出处
《铁道科学与工程学报》
CAS
CSCD
2011年第3期47-50,共4页
Journal of Railway Science and Engineering
基金
国家住房与城乡建设部新型建筑结构技术项目(2009125)
关键词
桩(墙)锚杆支护结构
有限元法
信息化施工
pile or wall anchor retaining structure
finite element method
informative construction
