本文结合某电站上游围堰，对水工补偿收缩砼快速施工进行设计论证。
This paper puts forward the design argument of the scheme of fast construction applying hydraulic shrinkage-compensating concrete for the upper coffer-wall of a station.
本文以乌东德水电站上游高土石围堰为研究对象，从渗流和边坡稳定两方面展开研究。
This thesis takes Wudongde hydroelectric power station upstream high rockfill cofferdam as the object to study, and carries out the research on seepage and stability of slope.
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