摘要
采用非线性有限元分析方法,对福建街面水电站面板堆石坝坝体及面板在施工期和蓄水期的应力变形特性进行了分析、研究,给出了坝体及面板各部分的应力、位移分布,其计算分析结果除可以为街面工程的设计、施工提供依据外,对其他类似工程也具有一定的参考价值。
For the Jiemian CFRD with the maximum dam height of 126 m, the stress and deformation properties of dam body and concrete slab were presented in the paper. The computation results could not only be taken as an instruction for the engineering design and construction of the Jiemian CFRD, but also a good reference for other similar projects.
出处
《水力发电》
北大核心
2005年第8期35-37,共3页
Water Power
关键词
面板堆石坝
应力变形
街面水电站
CFRD
stresss and deformation
Jiemian Hydropower Station
