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Long-term deformation analysis of Shuibuya concrete face rockfill dam based on response surface method and improved genetic algorithm

Fu-hai Yao Shao-heng Guan He Yang Yuan Chen Huan-feng Qiu Gang Ma Qi-wen Liu

水科学与水工程2019，Vol.12Issue(3)：196-204,9.

Long-term deformation analysis of Shuibuya concrete face rockfill dam based on response surface method and improved genetic algorithm

Fu-hai Yao ¹Shao-heng Guan ¹He Yang ²Yuan Chen ¹Huan-feng Qiu ³Gang Ma ¹Qi-wen Liu³

作者信息

1. School of Water Resources and Hydropower Engineering,Wuhan University,Wuhan 430072,China
2. School of Civil Engineering and Architecture,Wuhan University,Wuhan 430070,China
3. Guiyang Engineering Corporation Limited,Guiyang 550081,China
折叠

摘要

关键词

Shuibuya rockfill dam/Parameter back analysis/Response surface method/Duncan EB model/Time-dependent deformation

Key words

Shuibuya rockfill dam/Parameter back analysis/Response surface method/Duncan EB model/Time-dependent deformation

引用本文复制引用

Fu-hai Yao,Shao-heng Guan,He Yang,Yuan Chen,Huan-feng Qiu,Gang Ma,Qi-wen Liu..Long-term deformation analysis of Shuibuya concrete face rockfill dam based on response surface method and improved genetic algorithm[J].水科学与水工程,2019,12(3):196-204,9.

基金项目

This work was supported by the National Natural Science Foundation of China (Grant No. 51579193) and the Science and Technology Planning Project of Guizhou Province (Grant No. [2016]1154). （Grant No. 51579193）

水科学与水工程

OACSCDCSTPCDEI

ISSN：1674-2370

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