| 深基坑开挖期间监测设计及成果分析 |
| |
| 引用本文： | 张志允,王保田,张海霞. 深基坑开挖期间监测设计及成果分析[J]. 水电自动化与大坝监测, 2001, 25(6): 31-32,36 |
| |
| 作者姓名： | 张志允 王保田 张海霞 |
| |
| 作者单位： | 河海大学岩土工程研究所, |
| |
| 摘 要： | 南京太阳宫广场人防地下室深基坑施工中的监测工作，包括内支撑钢筋应力、基坑侧壁深层水平位移、地表沉降和位移等，由于实行信息化施工，尽管基坑侧壁发生了大的位移，在及时采取了正确的减载措施后，使得工程得以顺利完工。文章介绍监测结果和监测工作中的一些体会。
|
| 关 键 词： | 基坑 施工期监测 位移 |
| 修稿时间： | 2001-05-25 |
MONITORING DESIGN AND RESULTS ANALYSIS FOR A DEEP FOUNDATION DURING CONSTRUCTION |
| |
| Zhang Zhiyun,Wang Baotian,Zhang Haixia. MONITORING DESIGN AND RESULTS ANALYSIS FOR A DEEP FOUNDATION DURING CONSTRUCTION[J]. HYDROPOWER AUTOMATION AND DAM MONITORING, 2001, 25(6): 31-32,36 |
| |
| Authors: | Zhang Zhiyun Wang Baotian Zhang Haixia |
| |
| Affiliation: | Geotechnical Engineering Institute. Hohai University. Nanjing 210098 |
| |
| Abstract: | The monitoring items of the pit of the Taiyanggong Square include the inner supports' stresses. the horizontal deformation of the pit wall and the vertical and horizontal displacements of the ground. This pit works has been completed successfully although its wall exhibited large displacement because the information from monitoring was used during construction. Some useful experiences are presented in this paper. |
| |
| Keywords: | pit monitoring during construction displacement |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
