摘要： 新疆斯木塔斯水电站大坝工程前期施工场地狭窄，工程量较小。施工涉及的两座围堰地质条件都是砂砾石上覆开挖石渣料，采用静压控制灌浆技术，实践证明，对临时防渗工程来说，有利于成本控制，也有利于施工进度。

Abstract: The geology at two weirs of Simutasi hydropower station was sand and gravel overburden, accordingly, static pressure grouting was adopted. The practice showed that it was economical and efficient for temporary seepage prevention project.