| 飞来峡水库社岗防护堤渗流及稳定分析 |
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| 引用本文： | 梁广防. 飞来峡水库社岗防护堤渗流及稳定分析[J]. 广东水利电力职业技术学院学报, 2012, 0(3): 11-14 |
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| 作者姓名： | 梁广防 |
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| 作者单位： | 广东省飞来峡水利枢纽管理处 |
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| 摘 要： | 在飞来峡水库社岗防护堤现场开挖探坑取样试验结果的基础上,运用有限元方法,对最不利断面0+700桩号和3+410桩号断面进行渗流复核计算,同时用瑞典圆弧滑动法对两个最不利断面进行抗滑稳定分析,根据所得的结果对飞来峡水库社岗防护堤进行渗流安全评价和抗滑稳定性安全评价。
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| 关 键 词： | 飞来峡水库 渗流 抗滑稳定 有限元方法 瑞典圆弧滑动法 |
Analysis of Seepage and Stability of Shegang Protection Embankment of Feilaixia Reservoir |
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| LIANG Guang-fang. Analysis of Seepage and Stability of Shegang Protection Embankment of Feilaixia Reservoir[J]. Journal of Guangdong Technical College of Water Resources and Electric Engineering, 2012, 0(3): 11-14 |
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| Authors: | LIANG Guang-fang |
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| Affiliation: | LIANG Guang-fang(The Administration Office of Feliaxia Water Conservancy Project of Guangdong Province,Qingyuan 511825,China) |
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| Abstract: | Based on the site exploration experimental data of sampling in Shegang protection embankment along Feilaixia Reservoir,the paper used the finite element method to check the seepage on the most unfavorable profiles(0+700 pile profile and 3+410 pile profile)of Shegang protection embankment.Then it analyzed the stability against sliding of these profiles by the Swedish circle method.Finally the security of seepage and stability against sliding is assessed against the Shegang protection embankment of Feilaixia Reservoir according to the outcomes of the above analysis. |
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| Keywords: | Feilaixia Reservoir seepage stability against sliding finite element method Swedish circle method |
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