| 虹金村堆积滑坡体的稳定性分析 |
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| 引用本文： | 陈海军.虹金村堆积滑坡体的稳定性分析[J].路基工程,2019,0(2):78. |
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| 作者姓名： | 陈海军 |
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| 作者单位： | 中煤科工集团南京设计研究院有限公司,南京,210031 |
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| 摘 要： | 以四川省涪江虹金村堆积滑坡体为例，依据滑坡体形成的条件，运用极限平衡法和有限元法，采用数值模拟对堆积滑坡体在天然工况、蓄水位工况的稳定性进行计算分析，得出相应的安全系数，为堆积滑坡体治理措施提供参考。
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| 关 键 词： | 堆积滑坡体 稳定性 极限平衡法 有限元法 |
| 收稿时间： | 2019-11-12 |
Stability Analysis of Talus Landslide at Hongjin Village |
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| Abstract: | Taking the talus landslide at Hongjin Village, Fujiang, Sichuan Province as an example, with limit equilibrium method and finite element method, the stability of the landslide under natural condition and the storage level condition was calculated by means of numerical simulation according to the conditions how the landslide forms. Through the analysis, the corresponding safety factor was obtained, offering the references of control measures of talus landslide. |
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