| 高边坡加筋土路堤稳定性计算与设计优化 |
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| 引用本文： | 满冠峰.高边坡加筋土路堤稳定性计算与设计优化[J].山西交通科技,2014(6):33-35. |
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| 作者姓名： | 满冠峰 |
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| 作者单位： | 山西省交通规划勘察设计院,山西太原030012 |
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| 摘 要： | 针对目前加筋土路堤边坡稳定性计算和工程设计,提出了极限平衡法和有限元数值计算法两种不同的分析方法,并分别概括了两种方法的分析过程及针对实际加筋路堤工程设计进行了优化设计分析计算。
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| 关 键 词： | 加筋土路堤边坡 极限平衡法 有限元数值计算法 稳定分析 优化设计 |
The Stability Calculation and Design Optimization of High Slope Reinforced Soil Embankment |
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| MAN Guan-feng.The Stability Calculation and Design Optimization of High Slope Reinforced Soil Embankment[J].Shanxi Science & Technology of Communications,2014(6):33-35. |
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| Authors: | MAN Guan-feng |
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| Institution: | MAN Guan-feng (Shanxi Provincial Survey ＆ Design Institute of Communications, Taiyuan, Shanxi 030012, China) |
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| Abstract: | For the stability calculation and construction design of reinforced soil embankment slope, this paper put forward two kinds of different analysis methods between the limit equilibrium method and finite element numerical calculation, and respectively generalized two methods of analysis process. It also analyzed and calculated the optimization design of the actual reinforced embankment engineering. |
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| Keywords: | reinforced soil embankment slope limit equilibrium method finite element numerical calculation method stability analysis optimization design |
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