节点文献
深圳地铁邻桩施工及桩基托换数值分析
Adjacent pile construction and numerical analysis for replacement of pile foundation in Shenzhen city metro
【摘要】 根据深圳地铁一期工程国贸—老街区间的地质资料及设计文件,对方案单洞双层隧洞施工开挖及对基础托换桩的影响,利用有限元对施工期的地表沉降及托换桩水平位移等力学行为进行了模拟和分析,对设计及施工具有参考价值。
【Abstract】 According to the geological data and the design document of first stage metro between Guomao and Old street in Shenzhen city, the simulation and the analysis of surface settlement and replacement pile horizontal displacement during the construction are carried out by the tree- dimension nonlinear finite element method for the single tunnel of double layer. It is for reference to design and construction.
【关键词】 地下铁道;
桩基托换;
有限元模拟;
深圳地铁;
【Key words】 replacement of pile foundation; finite element simulation; shenzhen city metro;
【Key words】 replacement of pile foundation; finite element simulation; shenzhen city metro;
- 【文献出处】 东北水利水电 ,Water Resourse & Hydropower of Northeast China , 编辑部邮箱 ,2001年08期
- 【分类号】U231.3
- 【被引频次】3
- 【下载频次】118