| 某水电站右岸缆机平台边坡稳定性数值分析 |
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| 引用本文： | 韦玮,严明.某水电站右岸缆机平台边坡稳定性数值分析[J].山西建筑,2010,36(1):137-139. |
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| 作者姓名： | 韦玮 严明 |
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| 作者单位： | 成都理工大学环境与土木工程学院,四川,成都,610059 |
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| 摘 要： | 简要进行了工程地质条件的分析,利用通用有限元程序ANSYS的强大前处理功能和FLAC3D在处理岩土工程方面的优势,在ANSYS中进行了建模及网格剖分,导入FLAC3D计算,对边坡开挖的稳定性进行了初步分析和评价,得出边坡较稳定的结论。
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| 关 键 词： | FLAC3D 数值模拟 稳定性 |
The numerical analysis of side slope stability of a hydroelectric station right bank cable machine platform |
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| WEI Wei,YAN Ming.The numerical analysis of side slope stability of a hydroelectric station right bank cable machine platform[J].Shanxi Architecture,2010,36(1):137-139. |
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| Authors: | WEI Wei YAN Ming |
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| Affiliation: | WEI Wei YAN Ming |
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| Abstract: | The engineering geology situation was analyzed simply,the strong treating function of common finite element program ANSYS and the advantages of FLAC3D in geotechnical engineering were used,the ANSYS was model built and lattice subdivision,the FLAC3D calculation was introduced,the side slope excavation stability was analyzed and evaluated primarily,it concluded that the side slope was stable. |
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| Keywords: | FLAC3D numerical simulation stability |
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