摘要
沉抗水库大坝局部渗水,采用加压充填灌浆技术对其进行了处理。通过对加压充填灌浆处理方案、施工方法、施工工艺和处理效果进行分析,以及汶川"5·12"地震的考验,表明防渗整治达到了设计要求,可供类似的工程缺陷处理参考。
High pressure packing grouting was applied for treatment of partial seepage on the dam of Chenkang Reservoir. According to examination of treatment options, construction methods, techniques and results of high pressure packing grouting as well as test result of May 12 Wenchuan Earthquake, it is found that seepage control has met the design requirement and may be referenced by other similar projects in defects treatment.
出处
《中国水利》
北大核心
2009年第20期51-53,共3页
China Water Resources
关键词
沉抗水库
大坝渗水
灌浆技术
Chenkang Reservoir
Seepage of dam
grouting technology
