坝肩边坡桩锚结构参数优化与经济性分析  

Parameter optimization and economic analysis of pile-anchor structure of dam abutment slope

作　　者：张薇薇 ZHANG Wei-wei

机构地区：[1]龙城区水资源办公室,辽宁朝阳122000

出　　处：《东北水利水电》2023年第5期4-6,71,共4页Water Resources & Hydropower of Northeast China

摘　　要：水利工程边坡加固方案的优化设计具有重要的技术性和经济性价值,是工程设计中需要关注的重要方面。本文以双龙水电站坝肩边坡为例,利用正交试验的方式,针对抗滑桩和锚索设计参数进行整体优化研究,获得了最佳设计方案。与原方案相比,优化方案不仅提高了加固效果,同时也显著降低了工程成本,具有一定的借鉴和推广意义。The optimization design of slope reinforcement scheme in hydraulic engineering has important technical and economic value and is an important aspect that needs to be paid attention to in engineering design.In this paper,the abutment slope of Shuanglong Hydropower Station is taken as an example,the design parameters of anti-slide pile and anchor cable are optimized by orthogonal test,and the optimal design scheme is obtained.Compared with the original scheme,the optimized scheme not only improves the reinforcement effect,but also significantly reduces the project cost,which has certain reference and popularization significance.

关 键 词：坝肩边坡 抗滑桩 锚索 结构参数 优化设计 

分 类 号：TV554.13[水利工程—水利水电工程]