| 邻近地铁车站基坑开挖位移传递规律数值模拟 |
| |
| 引用本文： | 李志高,曾远,刘国彬.邻近地铁车站基坑开挖位移传递规律数值模拟[J].岩土力学,2008,29(11):3104-3108. |
| |
| 作者姓名： | 李志高 曾远 刘国彬 |
| |
| 作者单位： | 1. 福建工程学院 土木工程系，福州 350007；2. 中交第三航务工程勘察设计院，上海 200032；3. 同济大学 地下建筑工程系，上海 200092 |
| |
| 基金项目： | 福建省青年人才基金
|
| |
| 摘 要： | 上海地铁8号线人民广场站是个平行换乘车站，车站基坑紧邻地铁1号线人民广场站开挖。监测数据说明，随着基坑开挖，地铁车站背向基坑倾斜。通过有限差分法数值模拟，得到了邻近大刚度地铁车站的基坑开挖位移场的位移传递规律，并对其规律进行了分析，结果表明，大刚度地铁车站的存在对基坑开挖的位移场具有很大的影响：（1）对基坑变形的遮拦作用，从而减小了支护结构的变形；（2）隔断了坑周土层的位移传递路径，使得土体位移场发生变化，促使地下建筑物背向基坑方向倾斜。
|
| 关 键 词： | 地铁车站 深基坑 背向倾斜 |
| 收稿时间： | 2007-01-19 |
Numerical simulation of displacement transfer law of excavation adjacent metro station |
| |
| LI Zhi-gao,ZENG Yuan,LIU Guo-bin.Numerical simulation of displacement transfer law of excavation adjacent metro station[J].Rock and Soil Mechanics,2008,29(11):3104-3108. |
| |
| Authors: | LI Zhi-gao ZENG Yuan LIU Guo-bin |
| |
| Institution: | 1. Department of Civil Engineering, Fujian University of Technology, Fuzhou 350007, China; 2. The Third Harbor Engineering Investication & Design Institute, Shanghai 200032, China; 3. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China |
| |
| Abstract: | People Square Station of Shanghai Metro No.8 is a parallel transfer station, of which excavation is adjacent to People Square Station of Metro No.1. Monitoring data indicate that the constructed station inclines reversely during adjacent excavation. Through FDM numerical simulation, displacement transfer behavior of excavation is analyzed; and displacement transfer law of excavation adjacent large stiffness underground building, is analyzed. The results show that a large stiffness underground building makes... |
| |
| Keywords: | metro station deep excavation reverse inclination |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩土力学》浏览原始摘要信息 |
| 点击此处可从《岩土力学》下载免费的PDF全文 |
