錨桿抗滑樁組合邊坡加固中抗滑樁參數(shù)研究

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中圖分類號：U418.52 文獻標志碼：A 文章編號：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

邊坡滑坡坍塌是一種常見的地質(zhì)災害，產(chǎn)生的主要原因為：邊坡土質(zhì)較為松散；邊坡坡度太大；地下有軟弱土層、流砂或地下水；邊坡支護措施不足等。（剩余3946字）