摘要
在暴雨作用下,滑坡发生大规模滑动,在对研究区地质环境条件、滑坡边界、规模、岩土体分布特征及变形破坏特征,通过分析计算在自重、自重+暴雨、自重+地震,三种工况下稳定性系数,从而对该滑坡进行稳定性分析。
under the effect of heavy rain, the landslide sliding mass, in the condition of the geological environment in the studied area, landslide boundary, size, distribution characteristics and deformation characteristics of rock and soil mass, through the analysis and calculation in self-respect, self-respect and rainstorm, self-respect and earthquake, three kinds of stability coefficient under the condition, to the landslide stability analysis.
出处
《四川有色金属》
2017年第1期8-10,58,共4页
Sichuan Nonferrous Metals
关键词
地质环境条件
变形破坏机制
稳定性分析
geological environment condition
the deformation and failure mechanism
stability analysis
