某龙头水库电站近坝边坡抗滑稳定分析方法的对比研究

Key Points

• This research aims to compare two different methods for analyzing slope stability in a reservoir power station.
• Applied rigid limit equilibrium and finite element methods for slope analysis.
• Employed Autobank software for rigid limit equilibrium calculations.
• Used ANSYS strength reduction techniques for finite element analysis.
• Post-stabilization, the depth of the plastic zone was effectively limited.
• Slope safety factors and overall stability improved significantly.