摘要
为减少构皮滩水电站岸坡坝段混凝土浇筑与有盖重基础固结灌浆之间的施工干扰,通过无盖重基础固结灌浆施工工艺试验论证灌浆效果,进一步明确了无盖重基础固结灌浆的布孔方式、灌浆压力等技术参数和施工工艺,从而指导了构皮滩水电站岸坡坝段的无盖重基础固结灌浆施工。
In order to reduce construction interference of concrete placement with concrete layer foundation consolidation grouting in dam section on bank slope of Goupitan hydropower station , construction technique of non concrete layer foundation consolidation grouting is applied to prove grouting effects. Hole patterns and grouting pressures of non concrete layer foundation consolidation grouting are further confirmed so as to give guidance to non concrete layer foundation consolidation grouting construction in dam sections on both bank slopes of Goupitan hydropower station.
出处
《四川水力发电》
2009年第A02期109-111,共3页
Sichuan Hydropower
关键词
无盖重固结灌浆试验
物探测试
压水试验
成果分析
岩体变形
构皮滩水电站
non concrete layer foundation grouting test
geophysical prospecting test
water pressure test
result analysis
rock deformation