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洮水水库工程混凝土面板堆石坝变形应力分析
引用本文:喻伟明,佘成学. 洮水水库工程混凝土面板堆石坝变形应力分析[J]. 岩土力学, 2007, 28(Z1): 338-342
作者姓名:喻伟明  佘成学
作者单位:1. 湖南省水利水电勘测设计研究总院,长沙410007;2. 武汉大学 水资源与水电工程科学国家重点实验室,武汉 430072
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。

关 键 词:面板堆石坝  E-B模型  有限元  
收稿时间:2007-06-06

Deformation and stress ananlysis of concrete-faced rockfill dam of Taoshui Reservoir project
YU Wei-ming,SHE Cheng-xue. Deformation and stress ananlysis of concrete-faced rockfill dam of Taoshui Reservoir project[J]. Rock and Soil Mechanics, 2007, 28(Z1): 338-342
Authors:YU Wei-ming  SHE Cheng-xue
Affiliation:1. Hunan Institute of Survey and Design of Hydraulic and Hydropower Engineering, Changsha 410007, China; 2. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
Abstract: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.
Keywords:concrete-faced rockfill dam  E-B constitutive model  FEM  
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