摘要
以西南某正在勘测的电站为典型实例，引用“岩体结构控制论”的观点，采取层次性分析方法，建立地下厂房区的岩体结构模型，并对围岩的稳定性作系统分析。
This paper based on the principle of 'Rock Mass Structure Control Theory',adopting the definite and indefinite analysis methods and taking a hydropower station under exploratorying as an example,develops a rockmass structure model for the underground plant,and make a systematic evaluating for the stability of surrounding rockmass.
出处
《地质灾害与环境保护》
1998年第3期35-39,共5页
Journal of Geological Hazards and Environment Preservation
关键词
围岩
岩体结构
(非)确定性模型
稳定性分析
Surrounding rock Rockmass structure Deterministic (Indeterministic) model Stability analysis
