| 水库坝体加固防渗工程新方法探索与实践 |
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| 引用本文： | 刘喜才,马越.水库坝体加固防渗工程新方法探索与实践[J].吉林水利,2010(8):21-24. |
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| 作者姓名： | 刘喜才 马越 |
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| 作者单位： | 1. 吉林省水利水电勘测设计研究院,吉林长春,130012
2. 长春水利水电学校,吉林长春,130033 |
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| 摘 要： | 设计坝体防渗采用单一地下连续墙工艺对水库坝体施工和防渗效果极其不利,实施采用高喷灌浆与冲击成孔灌注桩结合技术,达到了良好的防渗目的。实践证明,与坝体地下连续墙工艺相比,具有工期短、投资省、经济效益好、有利于施工展开、防渗效果显著等特点,在类似工程中具有推广价值。
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| 关 键 词： | 高喷灌浆 冲击成孔灌注桩 地下连续墙 |
Practice and and research of Reservoir dam reinforcement against seepage |
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| Liu Xi-cai,Ma Yue.Practice and and research of Reservoir dam reinforcement against seepage[J].Jilin Water Resources,2010(8):21-24. |
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| Authors: | Liu Xi-cai Ma Yue |
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| Affiliation: | Liu Xi-cai, Ma Yue |
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| Abstract: | The design of single cut-off wall is extremely unfavouble for the construction of dam against seepage, but the technology of jet grouting combining with bored pile got a effective result of anti-seepage. Practices has shown that the technology has advantages of short construction period, investment saving, economic efficiency, and better effect of anti-seepage and so on, it can be applied in th similar projects. |
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| Keywords: | jet grouting bored pile underground diaphragm wall |
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