摘要
论述了双排桩支护结构的受力特点与内力计算方法;运用有限元建立平面应变模型,对双排桩支护结构进行分析与研究,对双排桩支护结构所受土压力取值进行了分析与修正,得出一些可供实际工程参考的结论。
Stressed and characters and stress analysis method for the double-rows pile retaining structure are introduced. The finite element software ANSYS was employed to set up the model of the double-row pile retaining structure, and the deformation and earth pressure of the structure was analyzed. Some reliable conclusions are available, for reference for practical engineering.
出处
《建筑科学》
北大核心
2007年第9期12-15,6,共5页
Building Science
基金
天津市高等学校科技发展基金项目
关键词
双排桩
支护结构
受力分析
土压力
double-row pile
retaining structure
stress analyses
earth pressure