| 基坑开挖过程围护结构稳定性分析与应用 |
| |
| 引用本文： | 张拴牢.基坑开挖过程围护结构稳定性分析与应用[J].山西建筑,2014(36):52-53. |
| |
| 作者姓名： | 张拴牢 |
| |
| 作者单位： | 中铁十二局建安公司 |
| |
| 摘 要： | 由于苏州火车站基坑开挖面积与深度较大,为确保施工安全,通过ANSYS有限元软件计算对围护结构在开挖过程各阶段基坑稳定性进行了评价,并通过计算分析结果,得知钢结构支撑能有效地减小墙体应力应变,作用明显,从而制定了基坑开挖的具体施工方法与支撑施工要求。
|
| 关 键 词： | 基坑 开挖 有限元 稳定性 分析 应用 |
The stability analysis and application on retaining structure in foundation pit excavation process |
| |
| ZHANG Shuan-lao.The stability analysis and application on retaining structure in foundation pit excavation process[J].Shanxi Architecture,2014(36):52-53. |
| |
| Authors: | ZHANG Shuan-lao |
| |
| Affiliation: | ZHANG Shuan-lao (The Construction and Installation Company, China Railway 12th Bureau, Taiyuan 030024, China) |
| |
| Abstract: | Due to the foundation pit big excavation area and greater depth of Suzhou railway station, in order to ensure the construction safety, through the ANSYS finite element software calculation made evaluation to each stage foundation pit stability of retaining structure in excavation process, and through the calculation and analysis results, gained the steel structure supporting could effectively reduce the wall stress and strain, the effect obvious, so as to formulate the specific eonstruction method and supporting construction requirements of foundation pit excavation. |
| |
| Keywords: | foundation pit excavation finite element stability analysis application |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
