摘要
利用邓肯E-B模型,对洮水水库面板堆石坝在施工期和蓄水期的变形应力进行有限元计算分析,获得了堆石体和面板的变形、应力分布。结果表明,所设计的面板堆石坝变形、应力是合理的。
By using the Duncan E-B constitutive model,the concrete-faced rockfill dam of Taoshui Reservoir project is calculated under the construction stage and impounding stage respectively. The deformation and stress distribution of rockfill and concrete face are obtained,which are proved to be reasonable compared with the other projects in China.The results are valuable for the design and construction of the similar dams.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2007年第S1期338-342,共5页
Rock and Soil Mechanics
关键词
面板堆石坝
E-B模型
有限元
concrete-faced rockfill dam
E-B constitutive model
FEM