| 广东省三坑水库左岸山体稳定性分析 |
| |
| 引用本文： | 曹玲,罗先启,陈建平,沈辉.广东省三坑水库左岸山体稳定性分析[J].三峡大学学报(自然科学版),2005,27(4):298-300. |
| |
| 作者姓名： | 曹玲 罗先启 陈建平 沈辉 |
| |
| 作者单位： | 三峡大学,土木水电学院,湖北,宜昌,443002 |
| |
| 摘 要： | 分别采用广义楔形体法及极限平衡法对三坑水库左岸山体进行了稳定分析，找出了山体最危险滑面，确定了在山体内存在软弱面情况下的土坡安全系数，对山体稳定性做出了评估，并提出了相应的安全措施。
|
| 关 键 词： | 广义楔形体法 极限平衡法 稳定性分析 |
| 文章编号： | 1672-948X(2005)04-0298-03 |
| 修稿时间： | 2005年5月20日 |
Study on Stability of Left Slope of Sankeng Reservoir in Guangdong Province |
| |
| Cao Ling,Luo Xianqi,Chen Jianping,Shen Hui.Study on Stability of Left Slope of Sankeng Reservoir in Guangdong Province[J].Journal of China Three Gorges University(Natural Sciences),2005,27(4):298-300. |
| |
| Authors: | Cao Ling Luo Xianqi Chen Jianping Shen Hui |
| |
| Abstract: | By means of the generalized wedge method and the limit equilibrium method, the most dangerous slip face and the safety factor of a slope, can be ascertained; and then the stability of the left slope of Sankeng Reservoir in Guangdong Province. is analyzed. Meanwhile, the stability of the slope has been evaluated; and corresponding security measureas are put forward. |
| |
| Keywords: | generalized wedge method limit equilibrium stability analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
