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特大多期复合型滑坡稳定性评价及因素敏感性分析
引用本文:石豫川,冯文凯,刘汉超,叶志平.特大多期复合型滑坡稳定性评价及因素敏感性分析[J].岩土力学,2004,25(6):975-980.
作者姓名:石豫川  冯文凯  刘汉超  叶志平
作者单位:1. 成都理工大学,环境与土木工程学院,四川,成都,610059
2. 国家电力公司华东勘测设计研究院,浙江,杭州,310014
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。

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
文章编号:1000-7598-(2004)06-0975-06
修稿时间:2003年4月17日

Stability evaluation for giant and multiple landslide and sensitive analysis of factors
SHI Yu-chuan,FENG Wen-kai,LIU Han-chao,YE Zhi-ping.Stability evaluation for giant and multiple landslide and sensitive analysis of factors[J].Rock and Soil Mechanics,2004,25(6):975-980.
Authors:SHI Yu-chuan  FENG Wen-kai  LIU Han-chao  YE Zhi-ping
Abstract: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.
Keywords:giant  multiple compound landslide  stability evaluation  sensitive analysis of factors
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