摘要
对西南某水电站库区一特大型、多期复合型滑坡所处的工程环境条件、自身结构及物质组成特征等进行了认真调查和研究。通过定性分析和定量评价,对滑坡整体及分期稳定性进行了综合评价。同时,根据实际情况,对滑坡稳定性影响因素进行了敏感性分析。
Based on the investigation and research to the engineering environmental condition and the characteristics of self-structure and material component, this paper evaluates synthetically the integral and time stability of some giant and multiple landslide which is located in reservoir area of some southwest hydropower station in China, using the way of qualitative analysis and quantitative assessment. At the same time, this paper still analyzes the sensitive influencing factors to stability of landslide according to the practical situation.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2004年第6期975-980,共6页
Rock and Soil Mechanics
关键词
特大型
多期复合型
滑坡
稳定性评价
因素敏感性分析
giant
multiple compound landslide
stability evaluation
sensitive analysis of factors
