首页|期刊导航|水科学与水工程|Seepage and stress analysis of anti-seepage structures constructed with different concrete materials in an RCC gravity dam

Seepage and stress analysis of anti-seepage structures constructed with different concrete materials in an RCC gravity dam

Ming-chao Li Xin-yu Guo Jonathan Shi Ze-biao Zhu

水科学与水工程2015，Vol.8Issue(4)：326-334,9.

Seepage and stress analysis of anti-seepage structures constructed with different concrete materials in an RCC gravity dam

Ming-chao Li ¹Xin-yu Guo ¹Jonathan Shi ²Ze-biao Zhu¹

作者信息

1. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, PR China
2. College of Engineering, Louisiana State University, Baton Rouge, LA 70803, USA
折叠

摘要

关键词

RCC gravity dam/Concrete partition/Impervious layer/FEM/Seepage field/Stress field

Key words

RCC gravity dam/Concrete partition/Impervious layer/FEM/Seepage field/Stress field

引用本文复制引用

Ming-chao Li,Xin-yu Guo,Jonathan Shi,Ze-biao Zhu..Seepage and stress analysis of anti-seepage structures constructed with different concrete materials in an RCC gravity dam[J].水科学与水工程,2015,8(4):326-334,9.

基金项目

This work was supported by the National Basic Research Program of China (Grant No.2013CB035903) and the National Natural Science Foundation of China (Grants No.51321065 and 51209159). （Grant No.2013CB035903）

水科学与水工程

OACSCDCSTPCDEI

ISSN：1674-2370

访问量0

下载量0

段落导航