| 广西大学站主体围护结构方案比选 |
| |
| 引用本文： | 闫晓亮.广西大学站主体围护结构方案比选[J].中小企业科技,2011(1):55-56. |
| |
| 作者姓名： | 闫晓亮 |
| |
| 作者单位： | 广州地铁设计研究院有限公司; |
| |
| 摘 要： | 文章介绍了广西大学站站位和地质情况,对广西大学站的基坑支护形式进行分析和总结,建立计算模型,确定嵌固深度,进行内力分析并配筋,最后对地下连续墙和钻孔咬合桩进行综合比选。
|
| 关 键 词： | 地下连续墙 钻孔咬合桩 基坑支护 嵌固深度 |
Comparison with the Plans of Surrounding Structure of Guangxi University Station's Main Body |
| |
| Authors: | YAN Xiao-liang |
| |
| Institution: | YAN Xiao-liang (Guangzhou Metro Design & Research Institute Co.,Ltd.,Guangzhou Guangdong 510010) |
| |
| Abstract: | The article introduces the location and geological situations of Guangxi University Station,analyzes and summarizes the foundation timbering forms,builds calculation model,confirms the depth of build-in,carries out internal force analysis and arrange reinforcement.Finally,it also compares and selects underground continuous concrete walls and drilled secant piles. |
| |
| Keywords: | underground continuous concrete wall drilled secant pile foundation timbering the depth of build-in |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
