| 岩体强度评价与滑坡预测关系的研究 |
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| 引用本文： | 刘志东,段伟国.岩体强度评价与滑坡预测关系的研究[J].山西建筑,2010,36(17):111-112. |
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| 作者姓名： | 刘志东 段伟国 |
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| 作者单位： | 1. 中交一公局公路勘察设计院,北京,100024
2. 建设部综合勘查设计研究院,北京,100041 |
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| 摘 要： | 以小龙潭煤矿为研究背景,简单介绍了影响边坡稳定性的几种因素,运用有限单元法,通过调整模型参数的办法,得到了弹性模量、比重、粘聚力、内摩擦角等参数与边坡稳定性的内在作用关系,从而为定量地评价边坡的变形程度以及定性地评价边坡稳定性提供了依据。
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| 关 键 词： | 边坡稳定性 有限元分析 滑坡预测 |
Research on the relationship between stone strength evaluation and slide prediction |
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| LIU Zhi-dong,DUAN Wei-guo.Research on the relationship between stone strength evaluation and slide prediction[J].Shanxi Architecture,2010,36(17):111-112. |
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| Authors: | LIU Zhi-dong DUAN Wei-guo |
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| Affiliation: | LIU Zhi-dong, DUAN Wei-guo |
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| Abstract: | With Xiaolongtan coal mine as the background of the research,this paper simply introduces several factors influencing the stability of embankment slopes,using finite element method,through adjusting the model parameters,it finds out the inner interaction relationship between the stability of embankment slope and the following parameters： elastic modulus,specific gravity,cohesion,internal friction angle etc.,so as to provide a basis for quantitative evaluation of deformation degree of the embankment slope and qualitative evaluation of the stability of embankment slopes. |
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| Keywords: | the stability of embankment slope finite element analysis slide prediction |
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