| 南京某深基坑边坡支护设计与施工 |
| |
| 引用本文： | 王晶,卢俊,谭跃虎.南京某深基坑边坡支护设计与施工[J].岩土工程技术,2008,22(3):152-154,159. |
| |
| 作者姓名： | 王晶 卢俊 谭跃虎 |
| |
| 作者单位： | 解放军理工大学工程兵工程学院,江苏南京,210007 |
| |
| 摘 要： | 南京某深基坑周边环境较为复杂，地下水丰富，基坑开挖较深，最深处达13m。根据周边环境的情况和开挖的深度，采用了钻孔灌注桩和土钉锚杆相结合的支护形式。分析了该基坑施工的技术要点，通过监测结果，说明该支护方案是可行的。
|
| 关 键 词： | 深基坑 土钉锚杆 钻孔灌注桩 监测 |
Design and Construction of a Deep Excavation Slope in Nanjing |
| |
| Wang Jing,Lu Jun,Tan Yuehu.Design and Construction of a Deep Excavation Slope in Nanjing[J].Geotechnical Engineering Technique,2008,22(3):152-154,159. |
| |
| Authors: | Wang Jing Lu Jun Tan Yuehu |
| |
| Affiliation: | Wang Jing Lu Jun Tan Yuehu (Engineering Institute of Engineering Corps, PLA Univ. of Sci.＆ Tech. , Nanjing Jiangsu 210007 China) |
| |
| Abstract: | The circumstance of deep excavation in Nanjing is more complex, which the groundwater is rich and the excavation is more deeper with the depth of 13m. According to the depth of the circumstances of the excavation, The bored piles and soil anchor-bar are adopted. The technical points of construction is analyzed. The support method is feasible by monitoring results. |
| |
| Keywords: | deep excavation soil anchor-bar bored pile monitoring |
| 本文献已被 维普 万方数据 等数据库收录！ |
