| 地铁站支护结构失效分析与抗干扰极限理论 |
| |
| 引用本文： | 柏国利,潘延平.地铁站支护结构失效分析与抗干扰极限理论[J].福建工程学院学报,2004,2(1):52-55. |
| |
| 作者姓名： | 柏国利 潘延平 |
| |
| 作者单位： | 同济大学土木工程学院,上海,200092 |
| |
| 基金项目： | 国家教育部高等学校博士学科点专项科研基金(2000024712) |
| |
| 摘 要： | 鉴于发生多起地铁车站支护结构失效的重大事故，分析其支护结构失效机理与控制方法，采用空间建模研讨地铁车站深基坑开挖过程中支护结构对外界干扰的承受极限。
|
| 关 键 词： | 地铁车站 地下连续墙 钢管支撑 结构失效 空间整体分析 抗干扰极限 支护结构 |
| 文章编号： | 1672-4348(2004)01-0052-04 |
| 修稿时间： | 2003年11月25 |
Failure analysis of support structure in subway station and limit theory of anti-interference |
| |
| BAI Guo-li,PAN Yan-ping.Failure analysis of support structure in subway station and limit theory of anti-interference[J].Journal of Fujian University of Technology,2004,2(1):52-55. |
| |
| Authors: | BAI Guo-li PAN Yan-ping |
| |
| Abstract: | In view of many accidents of support structure failure in subway station, the paper is to analyze the principle and control method of support structure failure and make a research on the bearing limit of support structure against outer interference during excavation of deep foundation pit in subway station by using spatial modeling. |
| |
| Keywords: | subway station underground diaphragm wall steel-tube support structure failure spatial overall analysis anti\|interference limit |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
