| 响洪甸水库坝基扬压力异常原因及处理方法的探讨 |
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| 引用本文： | 胡子俊.响洪甸水库坝基扬压力异常原因及处理方法的探讨[J].大坝与安全,2007(4):39-43. |
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| 作者姓名： | 胡子俊 |
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| 作者单位： | 响洪甸水电站,安徽,金寨,237335 |
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| 摘 要： | 响洪甸水库大坝被评定为三类坝,其最主要原因是该库的防洪能力不足、大坝坝基扬压力过高和F2断层难以确定,严重影响大坝的安全稳定.本文主要对坝基扬压力过高的探查试验情况进行介绍,对产生的原因进行分析,并提出了处理方案的设想.
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| 关 键 词： | 响洪甸水库 扬压力 偏高 原因分析 处理建议 |
| 文章编号： | 1671-1092（2007）04-0039-05 |
| 修稿时间： | 2007-04-28 |
Cause analysis of dam foundation uplift pressure anomaly and treatment methods |
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| HU Zi-jun.Cause analysis of dam foundation uplift pressure anomaly and treatment methods[J].Large Dam & Safety,2007(4):39-43. |
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| Authors: | HU Zi-jun |
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| Affiliation: | HU Zi-jun Xianghongdian Hydropower Plant |
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| Abstract: | Because of low flood prevention ability,higher dam foundation uplift pressure than standard and the uncertainty of the fault F2,dam safety and stability was effected.As a result,Xianghongdian reservoir dam was classified as Grade 3.This paper introduced the investigation test of dam foundation uplift pressure,analysed the cause reason and advanced the treatment advice. |
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| Keywords: | Xianghongdian reservoir uplift pressure higher from standard cause analysis treatment advice |
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