摘要
高压喷射灌浆是80年代在堤坝涵闸的防渗工程中发展起来的一项技术，随着施工技术的进步，该技术在水电站的施工围堰的防渗中应用也越来越普遍。高压喷射灌浆用于水电站围堰防渗，关键在于施工设备、施工参数的选择。
High pressure eject grouting is developed for seepage prevention of dams and gates during 1980's. With the advance of technology, the method is used in seepage prevention of construction cofferdams increasingly. The key matters for using high pressure eject grouting are the equipment selection and the construction parameter determination.
出处
《西北水力发电》
2003年第4期55-58,共4页
Journal of Northwest Hydroelectric Power
关键词
围堰
高压喷射灌浆
喷射参数
cofferdam
high pressure eject grouting
parameters of eject grouting
