| 基于ANSYS加筋路堤沉降的有限元分析 |
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| 引用本文： | 李婕. 基于ANSYS加筋路堤沉降的有限元分析[J]. 山西建筑, 2008, 34(26) |
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| 作者姓名： | 李婕 |
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| 作者单位： | 桂林工学院土木工程系,广西,桂林,541003 |
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| 摘 要： | 利用通用软件ANSYS对加筋路堤结构进行了数值模拟,在相同荷载下对不同高度、不同边坡坡度、不同加筋间距、不同加筋位置均加筋路堤进行了沉降的对比分析,得出有益的结论.
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| 关 键 词： | 加筋路堤 沉降 有限元模拟 |
The finite element analysis of the reinforced embankment deposition based on the ANSYS |
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| LI Jie. The finite element analysis of the reinforced embankment deposition based on the ANSYS[J]. Shanxi Architecture, 2008, 34(26) |
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| Authors: | LI Jie |
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| Abstract: | The reinforced embankment structure was numerical simulated with common software ANSYS.The reinforced embankment deposition with different height,different degree of side slope,different reinforcing separation and position with the same loading were compared analyzed,the favorable conclusion was obtained. |
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| Keywords: | reinforced embankment deposition finite element simulation |
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