| 水库大坝坝基渗透稳定性分析 |
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| 引用本文： | 李田卫. 水库大坝坝基渗透稳定性分析[J]. 城市建筑, 2014, 0(12): 360-360 |
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| 作者姓名： | 李田卫 |
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| 作者单位： | 江西省新余市渝水区水务局,新余338025 |
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| 摘 要： | 设置混凝土防渗墙，采用混凝土防渗墙的实施方案，与已建成的混凝土防渗墙衔接，对整个透水坝基进行“全封闭”，彻底有效解决坝基渗流控制问题。
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| 关 键 词： | 渗透 稳定 防渗 |
Analysis of the Reservoir Dam Foundation Seepage Stability |
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| Li Tianwei. Analysis of the Reservoir Dam Foundation Seepage Stability[J]. Urbanism and Architecture, 2014, 0(12): 360-360 |
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| Authors: | Li Tianwei |
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| Abstract: | Set ing up the concrete diaphragm wal , using the implementation scheme of the concrete diaphragm wal and linking up the built concrete diaphragm wal to complete shut-of the whole permeable dam foundation and effectively solve the problem of dam foundation seepage control completely. |
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| Keywords: | permeate stable seepage control |
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