摘要
分析该滑坡形成的工程建设原因和降雨诱因。并计算天然和暴雨工矿下的滑坡稳定性。结果表明天然工矿下,滑坡处于欠稳定状态,暴雨工矿下滑坡处于不稳定状态。并提出滑坡工程治理方案。
Causes are analyzed in terms of human engineering construction and rainfall. And stability values are calculated un- der natural and rainstorm conditions. The results show that the landslide is less stable under natural condition and unstable in heavy rain.
出处
《地质灾害与环境保护》
2013年第4期78-82,共5页
Journal of Geological Hazards and Environment Preservation
