| 菩萨庙水库大坝渗流计算及稳定分析 |
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| 引用本文： | 马丹.菩萨庙水库大坝渗流计算及稳定分析[J].水利科技与经济,2009,15(12). |
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| 作者姓名： | 马丹 |
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| 作者单位： | 朝阳市水利建筑勘测设计院,辽宁,朝阳,122000 |
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| 摘 要： | 对朝阳凌源菩萨庙水库大坝地质条件比较复杂的最大坝高断面进行了渗流计算和坝坡抗滑稳定计算,计算结果为菩萨庙水库大坝的工程处理提供依据,也为其它土坝的渗流及稳定安全分析提供可借鉴的资料。
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| 关 键 词： | 土坝 渗流分析 稳定分析 |
Seepage Analyse and Stability Calculation to the to Pusamiao Reservoir Dam |
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| MA Dan.Seepage Analyse and Stability Calculation to the to Pusamiao Reservoir Dam[J].Water Conservancy Science and Technology and Economy,2009,15(12). |
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| Authors: | MA Dan |
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| Affiliation: | MA Dan(Chaoyang Water Conservancy Architecture Investigation and Desing Academy; Chaoyang 122000; Liaoning; China); |
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| Abstract: | In this paper,Buddha Temple,Chaoyang Lingyuan Dam complicated geological conditions of the largest cross-section height to the calculation of seepage and slope stability against sliding calculated results for the Buddhist temple of the dam project to provide a basis to deal with,but also for other dam safety of seepage and stability analysis of the data for reference. |
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| Keywords: | dam seepage analyse stability calculation |
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