锦屏一级水电站右岸1785 m高程三角区域帷幕灌浆施工技术研究

Curtain Grouting Construction Technology for Triangle Area at Elevation 1 785 m at Jinping I Hydropower Station

通过对锦屏一级水电站坝基帷幕灌浆施工效果进行分析研究,阐述了在复杂地质条件下坝基加固处理帷幕灌浆施工工艺的选择及采取的应对措施。

In this paper,analysis is performed for curtain grouting construction effect in dam foundation at hydropower station. Corresponding measures are given in curtain grouting construction technique selection and technology used for dam foundation stabilization treatment under complex geological conditions.