沟后坝溃决的稳定分析
Stability analysis on Gouhou dam breach
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摘要: 在渗流分析的基础上,对沟后坝上部坝体的下游坡进行了抗滑稳定计算。计算结果表明,沟后坝的下游坡在饱和状态难以满足抗滑稳定性要求。Abstract: On the basis of seepage analysis, the article calculated the stability of sliding resistance for downstream slope of upper part Gouhou dam body. The result shows that the sliding stability of downstream slope can hardly meet the demand of related regulation under saturated condition.