河南水利与南水北调2024，Vol.53Issue(3)：71-72,2.
基于FLAC3D的水库碎石土边坡抗滑桩加固效果研究
Research on Reinforcement Effect of Anti-slide Piles of Reservoir Gravel Soil Slope Based on FLAC3D
刘赟1
作者信息
- 1. 安徽维尼检测科技有限公司,安徽 合肥 230001
- 折叠
摘要
Abstract
The stability of gravel soil slope is poor.It is easy to destabilize and landslide,resulting in serious geological disasters.In this paper,the slope of gravel soil accumulation in reservoir is studied by using finite difference FLAC3D simulation software to analyze the slope stability changes of slope before and after anti-slide pile reinforcement.The results show that the horizontal and vertical deformation of the slope decrease significantly after the anti-slide pile reinforcement,and the anti-slide pile reinforcement effect is better.The research results provide reference for the design of anti-slide pile reinforcement of gravel soil slope.关键词
边坡/抗滑桩/FLAC3D/数值模拟/稳定性Key words
slope/anti-slide pile/FLAC3D/numerical simulation/stability分类
建筑与水利引用本文复制引用
刘赟..基于FLAC3D的水库碎石土边坡抗滑桩加固效果研究[J].河南水利与南水北调,2024,53(3):71-72,2.
