摘要
吉林台一级水电站大坝采用混凝土面板砂砾-堆石坝,最大坝高157m。工程位于强震区,地震设防烈度9度。为此,在坝体结构设计、坝基处理及坝体填筑等方面采取了相应措施。大坝填筑已于2005年10月基本完成,检测表明,坝体应力和位移均满足设计要求,说明大坝断面设计是科学、合理的,施工是严密、受控的。
Jilintai- Ⅰ hydropower station, located in a strong earthquake area, with a dam height of 157m and a seismic intensity of 9, therefore, measures have been taken in the dam body structures, at the foundation and the dam fill. The dam was completed in October of 2005. The result of inspection shows that the design requirement of stress and displacement of the dam body have been perfectly met. It further proves that the design of the dam profile is scientific and rational and the construction is under strict control.
出处
《水力发电》
北大核心
2006年第6期23-25,43,共4页
Water Power
关键词
混凝土面板砂砾-堆石坝
结构设计
坝体填筑
吉林台一级水电站
concrete faced sand and gravel rockfill dam, structural design
fill of dam body
Jilintai- Ⅰ hydropower station
