摘要
在论述猫岩崩滑体基本特征的基础上，对该崩滑体的成因进行了初步探讨；采用反分析优化参数计算，评价了崩滑体在各种工况下的稳定性。研究结果为深溪沟水电站厂房布置方案的选择。
On the basis of describling the development characteristics of Maoyan rock fall and landslide,the genesis of them were discussed preliminarily.Using the back analysis parameters,the authors calculated and evaluated the stability of the landslide under the different conditions.
出处
《地质灾害与环境保护》
1997年第2期21-25,30,共6页
Journal of Geological Hazards and Environment Preservation
基金
国家自然科学基金
青年基金
关键词
崩滑体
卸荷结构面
反分析
稳定性
岩石
水电站
Rock fall and landslide Unlading discontinuities Back analysis Stability
