| 某场地边坡加固设计及监测分析 |
| |
| 引用本文： | 吕辉,许强,李芳. 某场地边坡加固设计及监测分析[J]. 建筑科学, 2007, 23(9): 38-40 |
| |
| 作者姓名： | 吕辉 许强 李芳 |
| |
| 作者单位： | 江西省水利规划设计院,南昌,330029;成都理工大学,地质灾害防治与地质环境保护国家专业实验室,成都,610059;江西省纺织工业科研设计院,南昌,330029 |
| |
| 摘 要： | 边坡稳定是一个复杂的、参数变异性大的岩土力学问题,对边坡进行合理加固设计和现场监测是保证工程安全的重要措施之一。本文结合工程实例,对该边坡进行稳定性评价研究,并提出不同的加固措施,从中进行设计方案比选并得到最优设计,通过分析监测数据达到加固效果,可为类似工程的设计及施工提供借鉴。
|
| 关 键 词： | 稳定性 加固 坡率 监测 |
| 文章编号： | 1002-8528（2007）09-0038-03 |
| 收稿时间： | 2006-07-04 |
| 修稿时间： | 2006-07-04 |
The Reinforcing Design and Supervision to the Slope on a Site |
| |
| L Hui,XU Qiang,LI Fang. The Reinforcing Design and Supervision to the Slope on a Site[J]. Building Science, 2007, 23(9): 38-40 |
| |
| Authors: | L Hui XU Qiang LI Fang |
| |
| Affiliation: | L(U) Hui,XU Qiang,LI Fang |
| |
| Abstract: | The stability of high slope is a complicated problem in geomechanics, in which lots of factors may be involved,so the rational design and in-situ monitoring have become an important measure to ensure its safety.Based on a practical project,the stability evaluation to the A3 slope was carried on,and several reinforcing measures was puts forward.By comparison the superior design was gained.Through analysis of monitoring data the reinforced effect is proved true.Conclusions can provide a reference for similar projects. |
| |
| Keywords: | stability reinforce slope ratio monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
