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某水电站边坡倾倒变形破坏模式及形成机制探讨
引用本文:李玉倩,李渝生,杨晓芳. 某水电站边坡倾倒变形破坏模式及形成机制探讨[J]. 水利与建筑工程学报, 2008, 6(3)
作者姓名:李玉倩  李渝生  杨晓芳
作者单位:成都理工大学,环境与土木工程学院,四川,成都,610059;成都理工大学,环境与土木工程学院,四川,成都,610059;成都理工大学,环境与土木工程学院,四川,成都,610059
摘    要:
从该水电站特殊的工程地质背景出发,以岩体结构特征及工程地质条件为基础,在分析倾倒变形模式的同时,运用二维离散元的方法模拟了边坡倾倒变形的发展过程,进一步分析了倾倒变形的形成机制。

关 键 词:反倾岩体  变形破坏模式  倾倒变形  离散元

Patterns and Mechanism of Slope Deformation and Failure of a Certain Hydropower Station
LI Yu-qian,LI Yu-sheng,YANG Xiao-fang. Patterns and Mechanism of Slope Deformation and Failure of a Certain Hydropower Station[J]. Journal of Water Resources Architectural Engineering, 2008, 6(3)
Authors:LI Yu-qian  LI Yu-sheng  YANG Xiao-fang
Affiliation:College of Environmental and Civil Engineering;Chengdu University of Technology;Chengdu;Sichuan 610059;China
Abstract:
According to the special geologic background of the hydropower station and based on the feature of the rock structure and the condition of the engineering geology,the paterns of the slope topping deformation and failure are analyzed,and at the same time,the method with two-dimensional discrete element is used to analyze its developing process and mechanism.
Keywords:antidumping rockmass  pattern of deformation and failure  toppling deformation  discrete element  
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