| 西安地铁双线隧道地表沉降预测模型研究 |
| |
| 引用本文： | 佘芳涛,韩日美,刘庚,邵生俊.西安地铁双线隧道地表沉降预测模型研究[J].防灾减灾工程学报,2011,31(5):560-566. |
| |
| 作者姓名： | 佘芳涛 韩日美 刘庚 邵生俊 |
| |
| 作者单位： | 1. 西安理工大学岩土工程研究所,西安,710048
2. 西安市地下铁道有限公司,西安,710016 |
| |
| 摘 要： | 针对西安地铁留核心土、上下半洞开挖、超前小导管注浆加固与水平钢撑锁脚的钢拱架和挂网喷层支护的饱和黄土隧道,根据现场地面沉降监测数据,分析了隧道右线、左线掌子面间隔30m开挖过程中洞顶地表沉降变形的历时变化规律,以及左、右线单洞沉降槽和双线沉降槽的分布特征.结果表明,洞顶地表沉降变形可以划分为初期沉降变形、右线开挖主变形...
|
| 关 键 词： | 西安地铁 饱和黄土隧道 地面沉降槽 预测计算模型 |
Research on Calculation Model of Settlement Trough of Xi'an Subway with Double Lines |
| |
| SHE Fang-tao,HAN Ri-mei,LIU Geng,SHAO Sheng-jun.Research on Calculation Model of Settlement Trough of Xi'an Subway with Double Lines[J].Journal of Disaster Prevent and Mitigation Eng,2011,31(5):560-566. |
| |
| Authors: | SHE Fang-tao HAN Ri-mei LIU Geng SHAO Sheng-jun |
| |
| Institution: | SHE Fang-tao1,HAN Ri-mei2,LIU Geng2,SHAO Sheng-jun1(1.Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,China,2.Xi'an Metro Limited Company,Xi'an 710016,China) |
| |
| Abstract: | The asymmetric settlement of ground surface caused by the excavation of tunnel in the subway is a key problem in engineering.The settlement trough of saturated loess tunnel with double lines, was monitored by the water level.The surface settlement of the top of right and left tunnels with 30 meter distance between two excavation surfaces changing with time and the characteristics of settlement troughs of single tunnel and double tunnels were analyzed with the monitoring results.It is shown that the settleme... |
| |
| Keywords: | Xi'an subway saturated loess tunnel settlement trough of ground surface calculation model |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
