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| 南京地铁新庄站深基坑支护设计与开挖安全分析 | |
| 引用本文： | 岳地东,朱红华,曹雪山.南京地铁新庄站深基坑支护设计与开挖安全分析[J].江苏建筑,2012(1):86-87,106. |
| 作者姓名： | 岳地东 朱红华 曹雪山 |
| 作者单位： | 1. 中铁二局第五工程有限公司,重庆,400000 2. 南京地铁公司,江苏南京,210008 3. 河海大学土木与交通学院,江苏南京,210024 |
| 摘 要： | 通过分析南京地铁3号线新庄站的工程地质条件,结合现场周边环境条件,选取钻孔咬合桩、钻孔灌注桩+深层搅拌桩相结合围护结构方案,这不仅提高工程设计方案的可实施性,而且从开挖过程中的监测数据来看,基坑地表及围护处于稳定状态,因此地铁基坑围护结构设计方案是安全的,实用的。 |
| 关 键 词： | 南京地铁 围护结构 基坑开挖 施工监测 |
The Deep Excavation Design and Safety Analysis of Nanjing Metro Xin-Zhuang Station |
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| YUE De-dong,ZHU Hong-hua,CAO Xue-shan.The Deep Excavation Design and Safety Analysis of Nanjing Metro Xin-Zhuang Station[J].Jiangsu Construction,2012(1):86-87,106. | |
| Authors: | YUE De-dong ZHU Hong-hua CAO Xue-shan |
| Affiliation: | By analyzing the engineering geological conditions,and the site environmental conditions of Nanjing Metro Xin-Zhuang Station,the drilling bitten pile,bored piles ＋ combination of deep excavation is selected.It not only improves practicality of the engineering design,but also,the deep excavation is stable from the monitoring data of excavation process.Therefore,the subway design is safe. |
| Abstract: | By analyzing the engineering geological conditions,and the site environmental conditions of Nanjing Metro Xin-Zhuang Station,the drilling bitten pile,bored piles ＋ combination of deep excavation is selected.It not only improves practicality of the engineering design,but also,the deep excavation is stable from the monitoring data of excavation process.Therefore,the subway design is safe. |
| Keywords: | Nanjing subway building envelop excavation construction monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |