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黄壁庄水库副坝坝基透水性强 ,渗漏严重 针对加固后副坝以及防渗墙的应力应变进行了分析研究 结果表明副坝坝体与防渗墙墙体的应力应变和应力水平均在允许范围之内 ,坝体与墙体是安全稳定的 ,设计所采用的垂直防渗方案是合理可行的
The analysis of the stress and strain of the auxiliary dam and the anti-seepage wall of the Huangbizhuang reservoir shows that the stress and strain of the auxiliary dam and the anti-seepage wall are within the allowable range , The dam and the wall are safe and stable, and the vertical seepage control scheme adopted in the design is reasonable and feasible