• 补强加固 • 上一篇 下一篇
李华欣1,张延成2,赵良敏3
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LI Hua- xin, ZHANG Yan- cheng and ZHAO Liang- min
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摘要： 由于大坝出现了严重渗漏和管涌, 1999 年永记水库被鉴定为病险水库。同年开始了除险加固工程, 对永记水库的防渗问题采用沟槽混凝土防渗墙处理。经过补强加固后, 从实际运行和实测资料来看, 坝体防渗效果良好。
Abstract: Yongji reservoir was appraised as the defective reservoir in 1999 due to the serious leakage and piping. Then the measures of slot concrete cutoff wall were taken to the dam of Yongji reservoir. After rehabilitation, it proved that the anti- seepage result of the dambody was good.
李华欣,张延成,赵良敏. 混凝土防渗墙在永记水库除险加固工程中的应用[J]. .
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http://magtech.dam.com.cn/CN/Y2006/V0/I2/51
