Abstract
Recently, large hydraulic tunnels keep appearing since the urbanization develops. According to the earthquake damage records, the seismic design of these large hydraulic tunnels has been gradually taken seriously. Based on several conventional anti-seismic theories, the mechanical behaviors under earthquakes are analyzed. However, there are still many differences in hydraulic tunnels from traditional tunnels, such as their force conditions, operating requirements and joints structures. In the end, several special problems of hydraulic tunnels are proposed in this paper, which may provide reference for further research.
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