摘要
分析了防城港市木头滩引水工程坝址的工程地质情况,介绍了用高压喷射灌浆进行围堰基础堵漏试验的场地选择、钻孔布置、设备选型及施工工艺流程,分析评价了试验成果。
Based on an analysis of the engineering geological conditions of the South site of Mutoutan water diversion project located in Fangchenggang city, the author introduced the cofferdam foundation leakage closing test by high-pressure jet grouting, including the selection of position, arrangement of boring holes, selection of equipment and construction procedures, and evaluate the testing results.
出处
《广西水利水电》
2008年第5期58-60,共3页
Guangxi Water Resources & Hydropower Engineering
关键词
围堰基础
高压喷射灌浆
堵漏
试验
Cofferdam foundation
high-pressure jet grouting
leakage closing
test
