| 新滩滑坡稳定性的有限元分析 |
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| 引用本文： | 汪洋,殷坤龙.新滩滑坡稳定性的有限元分析[J].安全与环境工程,2002,9(1):1-4,23. |
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| 作者姓名： | 汪洋 殷坤龙 |
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| 作者单位： | 中国地质大学工程学院,武汉,430074 |
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| 基金项目： | 国家自然科学基金 40 0 740 84项目成果 |
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| 摘 要： | 根据新滩滑坡的地质背景和工程地质特征，建立了滑坡地质模型，运用有限元数值模拟方法对其稳定性与地质环境的关系进行了分析，并对影响因素作了比较，明确了其形成机理。
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| 关 键 词： | 新滩滑坡 有限元 稳定性 地质模型 形成机理 数值模拟 |
| 文章编号： | 1671-1556(2002)-01-0001-04 |
Finite Element Analysis of the Stability of Xintan Landslide |
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| Wang Yang,Yin Kunlong.Finite Element Analysis of the Stability of Xintan Landslide[J].Safety and Environmental Engineering,2002,9(1):1-4,23. |
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| Authors: | Wang Yang Yin Kunlong |
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| Abstract: | According to the geologic background and the engineering geologic characteristics, the geologic model of Xintan landslide is established to analyze the relationship between its stability and its geologic environment in terms of finite element method. Its influeuce is further compared from different loading combinations on the stability of the landslide. Finally, the paper discusses the mechanism of the sliding through the analytic results of finite element simulation. |
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| Keywords: | Xintan landslide finite element stability geologic model |
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