| 黄壁庄水库副坝防渗墙除险加固后的安全分析 |
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| 引用本文： | 张超锋,任德记,黄破,刘杰.黄壁庄水库副坝防渗墙除险加固后的安全分析[J].三峡大学学报(自然科学版),2004,26(6):490-493. |
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| 作者姓名： | 张超锋 任德记 黄破 刘杰 |
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| 作者单位： | 三峡大学,土木水电工程学院,湖北,宜昌,443002 |
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| 摘 要： | 黄壁庄水库副坝坝基透水性强，渗漏严重．针对加固后副坝以及防渗墙的应力应变进行了分析研究．结果表明副坝坝体与防渗墙墙体的应力应变和应力水平均在允许范围之内，坝体与墙体是安全稳定的，设计所采用的垂直防渗方案是合理可行的．
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| 关 键 词： | 副坝 防渗墙 黄壁庄水库 坝体 除险加固 垂直防渗 坝基 墙体 渗漏 应力水平 |
| 文章编号： | 1672-948X(2004)06-0490-04 |
| 修稿时间： | 2004年2月23日 |
Safety Analysis of Reinforced Secondary Dam of Huangbizhuang Reservoir |
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| Zhang Chaofeng,Ren Deji,Huang Peng,Liu Jie.Safety Analysis of Reinforced Secondary Dam of Huangbizhuang Reservoir[J].Journal of China Three Gorges University(Natural Sciences),2004,26(6):490-493. |
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| Authors: | Zhang Chaofeng Ren Deji Huang Peng Liu Jie |
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| Abstract: | The hydraulic penetrability of the secondary dam foundation of Huangbizhuang Reservoir is strong and its seepage is most serious.The authors analyze the stress and strain of the reinforced secondary dam and its impervious corewall. The analytic result shows that the stress,strain and stress level of them are in allowable range.The reinforced secon-dary dam and impervious corewall are in safety and stable,and the designed scheme of vertical impervious corewall is reasonable and feasible. |
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| Keywords: | impervious corewall seepage stability tress and strain stress level |
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