| 堆积层滑坡稳定性分析 |
| |
| 引用本文： | 雷建强.堆积层滑坡稳定性分析[J].城市道桥与防洪,2012(2):19-21. |
| |
| 作者姓名： | 雷建强 |
| |
| 作者单位： | 上海市政工程设计研究总院集团有限公司,上海市200092 |
| |
| 摘 要： | 通过对3个代表性堆积层滑坡的特征分析,根据滑坡特点及气候特征,采用传递系数法分析了暴雨作用前后边坡的稳定性。计算结果表明,降雨入渗后边坡的稳定系数降低较多,并提出了截流、排水及抗滑桩等加固措施。
|
| 关 键 词： | 堆积层滑坡 传递系数法 边坡稳定 |
Analysis on Stability of Accumulated Layer Landslide |
| |
| Lei Jianqiang.Analysis on Stability of Accumulated Layer Landslide[J].Urban Roads Bridges & Flood Control,2012(2):19-21. |
| |
| Authors: | Lei Jianqiang |
| |
| Institution: | Lei Jianqiang |
| |
| Abstract: | The article analyzes the characteristics of three representative accumulated layer landslides,and uses the transfer coefficient method to analyze the stability of the slope before and after rainstorm according to the landslide characteristics and the climate characters.The calculation results show that the stability coefficient of the slope after rainfall infiltration reduces more,and the reinforcing measures of interception,drainage and anti-slide pile are put forward. |
| |
| Keywords: | accumulated layer landslide transfer coefficient method slope stability |
| 本文献已被 CNKI 维普 等数据库收录！ |
