| 某大桥边坡稳定性FLAC3D数值模拟分析 |
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| 引用本文： | 邹宝祥,李明,唐伟华. 某大桥边坡稳定性FLAC3D数值模拟分析[J]. 山西建筑, 2009, 35(7): 308-309 |
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| 作者姓名： | 邹宝祥 李明 唐伟华 |
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| 作者单位： | 1. 江苏华东建设集团有限公司和华东有色地质勘查局,江苏,南京,210007
2. 华东有色地质勘查局,江苏,南京,210007 |
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| 摘 要： | 在介绍了FLAC3D软件的基本特点及使用方法的基础上，用该软件对某大桥边坡进行了三维空间稳定性及变形计算，结果表明边坡在自重、大桥荷载和地震作用下是稳定的，FLAC3D软件是一种先进的岩土计算软件。
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| 关 键 词： | FLAC3D 边坡 数值模拟 稳定性 |
The FLAC3D numerical modeling analysis of some bridge side slope stability |
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| ZOU Bao-xiang,LI Ming,TANG Wei-hua. The FLAC3D numerical modeling analysis of some bridge side slope stability[J]. Shanxi Architecture, 2009, 35(7): 308-309 |
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| Authors: | ZOU Bao-xiang LI Ming TANG Wei-hua |
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| Affiliation: | ZOU Bao-xiang ,LI Ming ,TANG Wei-hua |
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| Abstract: | Based on the introduction of basic characteristics and applied method of the FLAC3D software,the three dimensions spatial stability and deformation calculation of the bridge side slope was carried out with the software.The result indicated that side slope was stable under dead load,bridge loading and earthquake effect.FLAC3D software was an advanced rock-soil calculation software. |
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| Keywords: | FLAC3D |
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