Analysis of bearing characteristics of cantilever anti-slip pile based on cohesion model in acid rain corrosion environment

Abstract To investigate the response of cantilever anti-slip pile structures throughout the entire process of cracking and failure under acid rain corrosion, as well as the degradation mechanisms that affect their bearing capacity, a numerical simulation method based on cohesive elements is proposed...

Full description

Saved in:
Bibliographic Details
Main Authors: Yanping Jia, Qingyang Ren, Songqiang Xiao, Senlin Gao, Wenhao Xie
Format: Article
Language:English
Published: Nature Portfolio 2025-07-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-025-06925-7
Tags: Add Tag
No Tags, Be the first to tag this record!