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三峡库区滑坡稳定性计算中的常用方法
引用本文:蹇佳洲,陈国金.三峡库区滑坡稳定性计算中的常用方法[J].西部探矿工程,2005,17(2):198-200.
作者姓名:蹇佳洲  陈国金
作者单位:1. 中国地质大学工程学院,湖北,武汉,430074
2. 湖北省水文地质工程地质勘察院,湖北,荆州,434100
摘    要:稳定性计算问题是滑坡及边坡研究中的重要问题之一。对目前在三峡库区滑坡治理过程中常用的计算方法极限平衡法从其原理、应用场合、应用局限等方面进行了总结,结合重庆市巫山县川东淀粉厂滑坡这一具体算例,用常用条分法方法对其在组合工况下的稳定性作了具体的分析。

关 键 词:三峡库区  滑坡  稳定性  计算方法  组合工况
文章编号:1004-5716(2005)02-0198-03

Common Methods of Stability Analysis on Landslide in the Three Gorge Reservoir Area
JIAN Jia-zhou,CHEN Guo-jin.Common Methods of Stability Analysis on Landslide in the Three Gorge Reservoir Area[J].West-china Exploration Engineering,2005,17(2):198-200.
Authors:JIAN Jia-zhou  CHEN Guo-jin
Affiliation:JIAN Jia-zhou1,CHEN Guo-jin2
Abstract:Stability analysis is one of the most important parts in the study on landslide and slope. In this paper some common methods of limit equilibrium analysis are summarized from their theory, conditions and limits of application, which have been widely used in the prevention of landslide in the Three Gorge Reservoir area. And finally combining with the concrete calculating example, Chuandong amylum factory landslide in Wushan county in Chongqing city, a concrete analysis is made on its stability under composite condition by using common slice method.
Keywords:The three Gorge Reservoir area  landslide  stability  calculating method  composite condition  
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