| 广州地铁琶州塔站工程基坑监测分析 |
| |
| 引用本文： | 安关峰,宋二祥.广州地铁琶州塔站工程基坑监测分析[J].岩土工程学报,2005,27(3):333-337. |
| |
| 作者姓名： | 安关峰 宋二祥 |
| |
| 作者单位： | 清华大学土木系,清华大学土木系 北京100084；广州市建筑集团有限公司,广东广州510030,北京100084； |
| |
| 摘 要： | 广州市地铁二号线琶洲塔车站及站后折返线主体基坑依据地质条件分段确定钻孔灌注桩加内支撑、钻孔灌注桩加预应力锚杆、加筋深层搅拌桩与土钉相结合等多种支护综合优化方案。由于该基坑地质条件较差,布置详细监测方案,基坑工程实行信息化施工,及时解决发生的险情,确保了基坑安全。此外依据监测资料总结了施工经验。
|
| 关 键 词： | 综合优化 信息化施工 监测 |
| 文章编号： | 10004548(2005)03-0333-05 |
The analysis of excavation monitoring for the Pazhouta subway station in Guangzhou |
| |
| AN Guan-feng,SONG Er-xiang.The analysis of excavation monitoring for the Pazhouta subway station in Guangzhou[J].Chinese Journal of Geotechnical Engineering,2005,27(3):333-337. |
| |
| Authors: | AN Guan-feng SONG Er-xiang |
| |
| Affiliation: | 1. Department of Civil Engineering Tsinghua University Beijing 100084 China 2. Guangzhou Municipal Construction Company Guangzhou 510030 China |
| |
| Abstract: | The bored cast-in-place pile with interior support and prestressed anchor, deep mixing pile and soil nail are combined to form the optimized comprehensive retaining structure. On account of bad geological conditions, the monitoring design is prepared in detail to make excavation construction informationzed, thus the potential danger is avoided by taking technical measures in time to guarantee the excavation safety. The construction experience is summed up based on the monitored data. |
| |
| Keywords: | comprehensive optimization informationized construction monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩土工程学报》浏览原始摘要信息 |
|
点击此处可从《岩土工程学报》下载全文 |
