摘要
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 。
The hydraulic penetrability of the secondary dam foundation of Huangbizhuang Reservoir is strong and its seepage is most serious.The authors analyze the stress and strain of the reinforced secondary dam and its impervious corewall. The analytic result shows that the stress,strain and stress level of them are in allowable range.The reinforced secon-dary dam and impervious corewall are in safety and stable,and the designed scheme of vertical impervious corewall is reasonable and feasible.
出处
《三峡大学学报（自然科学版）》
CAS
2004年第6期490-493,共4页
Journal of China Three Gorges University：Natural Sciences
