基于改进人工蜂群算法的锚杆格构梁加固边坡优化研究OA

The anchor lattice beam supporting structure is commonly used in slope reinforcement and landslide prevention and control,demonstrating effective performance in slope support and landslide management.Existing research on the supporting structural system and reinforcement mechanisms has primarily focused on slope parameters,whereas studies on the optimization of the supporting structure and the comprehensive assessment of slope stability remain relatively limited.This paper takes a typical slope with a circular slip surface as the research subject.By establishing the boundary equations of the slope,an improved artificial bee colony optimization algorithm is applied to optimize the parameters of the anchor lattice beam in slope engineering.An analytical method is employed to develop a mathematical model for the optimal design of the anchor lattice beam,and a corresponding optimization design program based on the artificial bee colony algorithm is compiled.Through case analysis,the effectiveness of the improved artificial bee colony algorithm in the optimization design of the anchor lattice beam supporting structure is verified,which can provide a reference for the design of similar projects in the future.