摘要
本文通过对观音阁水库大坝233.25m高程水平裂缝及坝体横缝的处理设计,列举了一些混凝土工程裂缝处理的方案及施工流程和工艺。
This paper enumerates some schemes for treating concrete project cracks and construction techniques, based on the design for handling the transverse seams of dam body and the level crevices on the elevation 233.25m of the dam of Guanyinge Reservoir.
出处
《吉林水利》
2005年第8期16-19,共4页
Jilin Water Resources
