| 考虑降雨入渗条件下泥岩边坡稳定性研究 |
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| 引用本文： | 黄海龙,刘金晖,赵新涛.考虑降雨入渗条件下泥岩边坡稳定性研究[J].广西水利水电,2007(3):27-31,41. |
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| 作者姓名： | 黄海龙 刘金晖 赵新涛 |
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| 作者单位： | 1. 广西水文地质工程地质勘察院,广西,柳州,545005
2. 重庆大学土木工程系,重庆,400044 |
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| 摘 要： | 利用ANSYS有限元软件进行降雨入渗条件下泥岩边坡开挖模拟,并结合了工程实例研究泥岩边坡在不同降雨强度、持时的工况下边坡土体位移、应力的变化,从而分析泥岩边坡在考虑降雨入渗条件下的稳定性.
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| 关 键 词： | 泥岩 边坡 降雨入渗 稳定性分析 |
| 文章编号： | 1003-1510（2007）03-0027-05 |
| 收稿时间： | 2007-03-06 |
| 修稿时间： | 2007-03-062007-05-21 |
Study of mudstone slope stability under rainfall infiltration |
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| HUANG Hai-long,LIU Jin-hui,ZHAO Xin-tao.Study of mudstone slope stability under rainfall infiltration[J].Gx Water Resources & Hydropower Engineering,2007(3):27-31,41. |
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| Authors: | HUANG Hai-long LIU Jin-hui ZHAO Xin-tao |
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| Abstract: | ANSYS finite element software was utilized to simulate the mudstone slope excavation under rainfall infiltration. Combined with engineering practice, based on the study of soil mass displacement and stress variation of the mudstone slope under different rainfall intensity and durations, an analysis was made on the stability of mudstone slope under rainfall infiltration. |
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| Keywords: | Mudstone slope rainfall infiltration stability analysis |
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