Solid Foundations Uncovered: Understanding Mechanical Behaviors Of Pile Column Piers With Midas Gts In Bedding Rock Slopes
Wei Wang
Chengdu University of Technology, Chengdu, 610000, China
Xin Chen
Chengdu University of Technology, Chengdu, 610000, China
Abstract
The rapid advancement of basic traffic engineering in China has led to the construction of numerous bridges in mountainous regions, with bedding rock slopes being a common challenge characterized by instability and failure. Researchers in China have made significant strides in studying pile column piers on bedding rock slopes, focusing on pier stability, anti-slide measures, landslide impact, and slope-pier structural stress. This abstract provides an overview of their contributions