Deformation and stress ananlysis of concrete-faced rockfill dam of Taoshui Reservoir project

YU Wei-ming; SHE Cheng-xue

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Deformation and stress ananlysis of concrete-faced rockfill dam of Taoshui Reservoir project

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- Deformation and stress ananlysis of concrete-faced rockfill dam of Taoshui Reservoir project
- Vol. 28, Issue S1, (2007)
- 作者机构：
  
  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
- 作者简介：
- 基金信息：
- DOI：
  CLC： TV641.4
- Online First：28 March 2014，
  
  Published：2007
- 稿件说明：
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YU Wei-ming, SHE Cheng-xue. Deformation and stress ananlysis of concrete-faced rockfill dam of Taoshui Reservoir project[J]. 2007, 28(S1).
DOI：

YU Wei-ming, SHE Cheng-xue. Deformation and stress ananlysis of concrete-faced rockfill dam of Taoshui Reservoir project[J]. 2007, 28(S1). DOI：

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。

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.

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