Optimization of Hydropower Tunnel Upper Flat Pipe Section Support for Hydropower Station
Xu Chen
Abstract
Xu Chen
Abstract
Reformation and stress of excavation support flat pipe section of hydropower tunnel under operational loading condition are calculated by two-dimensional finite element calculation using ANSYS calculation software.Based on calculation results effect of various loading combination on rock caverns of tunnel is analyzed,and the corresponding optimized support scheme is proposed.It is valuable for other design and construction.
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Reformation and stress of excavation support flat pipe section of hydropower tunnel under operational loading condition are calculated by two-dimensional finite element calculation using ANSYS calculation software.Based on calculation results effect of various loading combination on rock caverns of tunnel is analyzed,and the corresponding optimized support scheme is proposed.It is valuable for other design and construction.
Key concepts: Hydropower, Section (typography), Excavation, Engineering, Structural engineering, Finite element method, Geotechnical engineering, Stress (linguistics)