科技创新与应用2025，Vol.15Issue(20)：110-113,4.DOI:10.19981/j.CN23-1581/G3.2025.20.025
锚杆抗滑桩组合边坡加固中抗滑桩参数研究
郑小庆1
作者信息
- 1. 湖南省高速公路集团有限公司,长沙 410004
- 折叠
摘要
Abstract
Based on the finite element model,the influence of anti-slide pile parameters on the safety factor of slope stability in the combined supporting structure of anchor anti-slide piles is analyzed.The optimal anti-slide pile parameters are obtained:the anti-slide pile length is 19 m,and the section width and height are 3.0 m and 4.0 m respectively.The above research results can provide reference for similar slope management projects.关键词
锚杆/抗滑桩/加坡治理/边坡稳定性/有限元模型Key words
anchor rod/anti-slide pile/slope manaement/slope stability/finite element model分类
交通工程引用本文复制引用
郑小庆..锚杆抗滑桩组合边坡加固中抗滑桩参数研究[J].科技创新与应用,2025,15(20):110-113,4.
