锚杆抗滑桩组合边坡加固中抗滑桩参数研究

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中图分类号：U418.52 文献标志码：A 文章编号：2095-2945（2025）20-0110-04

Abstract：Basedonthefiniteelementmodel，theinfluenceofanti-slidepileparametersonthesafetyfactorofslope stabilityinthecombinedsupportingstructureofachoranti-slidepilesisanalyzed.Theoptimalanti-slidepileparametersare obtained： the anti-slide pile length is 19m ，and the section width and height are 3.O m and 4.O m respectively. The above research results can provide reference for similar slope management projects.

Keywords：anchor rod;anti-slide pile；slope manaement;slope stability; finite element model

边坡滑坡坍塌是一种常见的地质灾害，产生的主要原因为：边坡土质较为松散；边坡坡度太大；地下有软弱土层、流砂或地下水；边坡支护措施不足等。（剩余3946字）