Numerical simulation and experimental research of dynamic experimental model of high arch dam with air-cushion isolation

被引:0
|
作者
Zhang Shao-jie [1 ,2 ]
Chen Jiang [3 ]
Li Yi [4 ]
Li Peng-zhou [5 ]
Sun Lei [5 ]
Liu Hao-wu [1 ]
机构
[1] Sichuan Univ, Sch Water Resources & Hydropower, Chengdu 610065, Sichuan, Peoples R China
[2] Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu 610041, Sichuan, Peoples R China
[3] Sichuan Univ, Sch Architecture & Environm, Chengdu 610065, Sichuan, Peoples R China
[4] Sichuan Prov Acad Safety Sci & Technol, Chengdu 610016, Sichuan, Peoples R China
[5] Nucl Power Inst China, Chengdu 610072, Sichuan, Peoples R China
关键词
dynamic model experiment; dynamic similarity; air-cushion; seismic isolation; high arch dam;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Based on the theoretical model of dam-foundation interaction and the fluid-gas-solid coupling, the 3D FEM numerical simulation has been carried out for the experimental model of Jinping high arch dam with consideration of air-cushion isolation. According to the similarity principle of dynamic experiment and the uniaxial compressive strength tests as well as the ultrasonic detection, the basic physical parameters of the experimental model are obtained, which could guarantee the basic dynamic similarity of experimental model. To achieve the goal of the isolated effect of the whole air-cushion, the engineering plastics acrylonitrile butadiene styrene (ABS for short) is adopted for the air-cushion, which is used for covering on the upstream of the dam model evenly. The experimental and numerical results show that the hydrodynamic pressure is reduced by air-cushion significantly. Compared to the case without air-cushion, the hydrodynamic pressure can be reduced for more than 70%. The feasibility and the implying engineering value of the air-cushion isolation have been demonstrated through the results of numerical simulation and experimental research.
引用
收藏
页码:2065 / 2070
页数:6
相关论文
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