摘要
依托某煤化工项目边坡治理工程,采用毕肖普法圆弧滑动面对不同的坡比进行稳定性分析,对锚杆进行参数优化设计,计算得到满足边坡稳定性系数最优解。采取温克尔弹性地基梁模型和MATLAB程序对钢筋混凝土的弯矩及剪力值进行计算分析,对钢筋混凝土格构梁进行优化设计,得出了各设计参数之间有益的关联结论。
In this paper,based on the slope treatment project of a coal chemical project,the stability analysis of different slope ratios is carried out by using Bishop's method,and the parameters of the bolt are optimized,and the optimal solution of the slope stability coefficient is calculated.Winkle elastic foundation beam model and MATLAB program are used to calculate and analyze the bending moment and shear value of reinforced concrete,optimize the design of reinforced concrete lattice beam,and draw a useful correlation conclusion between the design parameters.
作者
周峰
ZHOU Feng(China National Chemical Civil Engineering Co.Ltd.,Nanjing 210031,China)
出处
《工程建设与设计》
2024年第15期39-42,共4页
Construction & Design for Engineering
关键词
锚杆
钢筋混凝土格构梁
黄土边坡
高寒山区
bolt
reinforced concrete lattice beam loess slope
loess slope
cold highland area