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| 南京地铁工程土钉墙支护技术 | |
| 引用本文： | 陈斌,施斌,林梅.南京地铁工程土钉墙支护技术[J].建筑技术,2005,36(12):912-913. |
| 作者姓名： | 陈斌 施斌 林梅 |
| 作者单位： | 1. 南京大学地球科学系,210093;武汉市轨道交通有限公司,430030 2. 南京大学地球科学系,210093 3. 南京公路科研所,210012 |
| 摘 要： | 南京地铁奥体中心站深基坑工程采用土钉墙支护方案，对土钉墙支护施工的监测结果分析表明，这种围护形式施工环境较好，施工速度快；但在软弱土层中采用尤其要重视“时空效应”，且基坑边坡的位移及周边的沉降较大。 |
| 关 键 词： | 深基坑 基坑支护 土钉墙支护 |
| 文章编号： | 1000-4726（2005）12-0912-02 |
| 收稿时间： | 2005-07-15 |
| 修稿时间： | 2005-07-15 |
RESEARCH ON THE SOIL-NAIL WALL SUPPORT OF NANJING METRO PROJECT |
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| CHEN Bin,SHI Bin,LIN Mei.RESEARCH ON THE SOIL-NAIL WALL SUPPORT OF NANJING METRO PROJECT[J].Architecture Technology,2005,36(12):912-913. | |
| Authors: | CHEN Bin SHI Bin LIN Mei |
| Affiliation: | CHEN Bin SHI Bin LIN Mei |
| Abstract: | Soil-nail wall support was employed in the deep foundation works of Olympic Sports Center Station of Nanjing Metro Project. Analysis on the monitoring result of the soil-nail wall construction demonstrates that this form of support creates good construction environment and fast construction speed. However, when it is used in soft soil, particular attention should be paid to "time-space effect" and foundation pit will have big slope displacement and boundary settlement. |
| Keywords: | deep foundation pit foundation pit support soil-nail wall support |
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