河南水利与南水北调2024，Vol.53Issue(2)：69-70,2.
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
郭淮1
作者信息
- 1. 江苏淮源工程建设监理有限公司,江苏 淮安 223005
- 折叠
摘要
Abstract
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Key words
anti-slide pile/slope stability/numerical simulation/finite element method分类
建筑与水利引用本文复制引用
郭淮..某泵站深基坑边坡支护数值模拟研究[J].河南水利与南水北调,2024,53(2):69-70,2.
