Seepage and stress analysis of anti-seepage structures constructed with different concrete materials in an RCC gravity damOACSCDCSTPCD
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
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, PR ChinaState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, PR ChinaCollege of Engineering, Louisiana State University, Baton Rouge, LA 70803, USAState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, PR China
RCC gravity damConcrete partitionImpervious layerFEMSeepage fieldStress field
RCC gravity damConcrete partitionImpervious layerFEMSeepage fieldStress field
《水科学与水工程》 2015 (4)
326-334,9
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).
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