| 土质边坡三维极限平衡法稳定分析与探讨 |
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| 引用本文： | 周彦杰,张兵. 土质边坡三维极限平衡法稳定分析与探讨[J]. 山西建筑, 2012, 0(35): 89-91 |
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| 作者姓名： | 周彦杰 张兵 |
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| 作者单位： | 铁道第三勘察设计院集团有限公司勘察分院 |
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| 摘 要： | 在二维极限平衡条分法的基础上，提出了评价边坡稳定性的三维极限平衡方法，考虑了三维效应后，边坡体的稳定系数有了明显提高，通过对信陵滑坡稳定性的计算分析，取得了较为满意的结果。
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| 关 键 词： | 极限平衡 边坡稳定性 三维效应 稳定系数 |
The analysis and discussion on soil slope stability 3D limit equilibrium method |
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| ZHOU Yan-jie,ZHANG Bing. The analysis and discussion on soil slope stability 3D limit equilibrium method[J]. Shanxi Architecture, 2012, 0(35): 89-91 |
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| Authors: | ZHOU Yan-jie ZHANG Bing |
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| Affiliation: | (Investigation Branch,Railway Third Survey & Design Institute Group Limited Company,Tianjin 300251,China) |
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| Abstract: | Based on two-dimensional limit equilibrium method, this paper put forward 3D limit equilibrium method to evaluate slope stability, af- ter considering the 3D effect, the slope stability coefficient had significantly improvement, through the stability calculation on Xinling landslide, gained satisfactory results. |
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| Keywords: | limit equilibrium slope stability three-dimensional effect stability coefficient |
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