| 某深路堑边坡稳定性的有限元分析 |
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| 引用本文： | 宗全兵,简文彬,熊传祥. 某深路堑边坡稳定性的有限元分析[J]. 西部探矿工程, 2002, 14(5): 1-3 |
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| 作者姓名： | 宗全兵 简文彬 熊传祥 |
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| 作者单位： | 福州大学环境与资源工程系,福建,福州,350002 |
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| 摘 要： | 利用有限单元法分析了某深路堑边坡的稳定性，通过对分析成果的整理和研究得出了边坡的稳定性结论，该结论与极限平衡法的分析成果对比表明本次分析取得了满意的效果。
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| 关 键 词： | 边坡 有限单元法 稳定性分析 极限平衡法 路堑 |
| 文章编号： | 1004-5716(2002)05-1-03 |
Stability Analysis of a Cutting Slope by Finite Element method |
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| ZONG Quan bing,JIAN Wen bin,XIONG Chuan xiang. Stability Analysis of a Cutting Slope by Finite Element method[J]. West-china Exploration Engineering, 2002, 14(5): 1-3 |
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| Authors: | ZONG Quan bing JIAN Wen bin XIONG Chuan xiang |
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| Abstract: | Finite element method is introduced and has been used successfully in the stability analysis of a cutting slope,and a conclusion has been drawn after studying the data carefully. It indicated that the summing-up is available by comparing with the outcome of limit equilibrium analysis. |
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| Keywords: | slope finite element method(FEM) stability analysis of slope |
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