某泵站深基坑边坡支护数值模拟研究  

Numerical Simulation of Slope Support for Deep Foundation Pit of a Pumping Station

作　　者：郭淮 GUO Huai(Jiangsu Huaiyuan Engineering Construction Supervision CO.LTD.,Huai’an 223005,China)

机构地区：[1]江苏淮源工程建设监理有限公司,江苏淮安223005

出　　处：《河南水利与南水北调》2024年第2期69-70,共2页Henan Water Resources & South-to-North Water Diversion

摘　　要：抗滑桩作为一种常见的边坡加固方法,广泛用于水利工程边坡支护设计中。为了研究不同组合形式条件抗滑桩支护效果,文章以泵站边坡为研究对象,采用有限元数值模拟软件,分析不同工况下边坡位移及安全系数变化情况,对比分析不同工况下抗滑桩位移变化,可以得出采用在边坡中部加设一排抗滑桩对边坡进行支护效果最佳。研究结果可以为边坡支护设计提供参考。As a common method for slope reinforcement,anti-slide pile is widely used in hydraulic engineering slope support design.In order to study the supporting effect of anti-slide piles under different combination conditions,the slope of pumping station is studied by using finite element numerical simulation software to analyz the displacement and safety factor variation under different working conditions.By comparing and analyzing the displacement change of anti-slide piles under different working conditions,it can be concluded that adding a row of anti-slide piles in the middle of the slope is the best way to support the slope.The research results can provide reference for slope support design.

关 键 词：抗滑桩 边坡稳定性 数值模拟 有限元 

分 类 号：TV47[水利工程—水工结构工程]