Numerical Analysis of Anti-Slide Pile Reinforcement for Slope Stability Under Rainfall Conditions

Rainfall-induced slope instability is a critical challenge in geotechnical engineering. This study investigates the reinforcement effect of anti-slide piles on slope stability under rainfall conditions using finite element numerical simulations, based on a slope reinforcement project in Youxi County...

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Bibliographic Details
Main Authors: Zhongyi Wen, Weiyuan Xu, Bingxiang Yuan, Lijuan Zhang, Zhu Liang
Format: Article
Language:English
Published: MDPI AG 2025-02-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/4/638