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三峡库区云阳某滑坡稳定性分析
引用本文:刘燕燕,蒋科,黄中文.三峡库区云阳某滑坡稳定性分析[J].公路交通技术,2007(3):25-28.
作者姓名:刘燕燕  蒋科  黄中文
作者单位:1. 重庆交通大学,重庆,400074
2. 重庆交通科研设计院,重庆,400067
3. 广西交通科学研究所,南宁,530001
摘    要:介绍三峡库区云阳某滑坡地形地貌、工程地质特性、水文条件,并对滑坡的物质组成进行详细分析。针对库区实际水位变化的各工况组合,采用极限平衡法的不平衡推力法的隐式解计算出边坡稳定系数,为滑坡治理方案的选取提供依据。

关 键 词:公路  边坡  滑坡  稳定性分析
文章编号:1009-6477(2007)03-0025-04
修稿时间:2006-09-27

Stability Analysis of Certain Landslide in Yunyang of Three Gorges Reservoir Area
Liu Yanyan,Jiangke,Huang Zhongwen.Stability Analysis of Certain Landslide in Yunyang of Three Gorges Reservoir Area[J].Technology of Highway and Transport,2007(3):25-28.
Authors:Liu Yanyan  Jiangke  Huang Zhongwen
Institution:Liu Yanyan Jiangke Huang Zhongwen
Abstract:This paper introduces the topography, the geologic feature of engineering and the hydrological condi- tion of certain landslide in Yunyang of the Three Gorges Reservoir Area, and makes a detailed analysis to the substance composition of landslide. Targeting at the combination of various conditions of actual water level change in the Three Gorges Reservoir Area, implicit solution of imbalance thrust force method of limit equilibri- um method is adopted to calculate the slope stability coefficient, this provides a basis for selecting treatment scheme of landslide.
Keywords:road  side slop  landslide  stability analysis
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