MECHANICAL ANALYSIS OF PILE COLUMN PIERS IN BEDDING ROCK SLOPES: A MIDAS GTS APPROACH

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.

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Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2024-12-05
DOI
https://doi.org/10.5281/zenodo.14280839
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
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article

MECHANICAL ANALYSIS OF PILE COLUMN PIERS IN BEDDING ROCK SLOPES: A MIDAS GTS APPROACH

Zenodo (CERN European Organization for Nuclear Research)
Geotechnical Engineering and Soil Mechanics
article

MECHANICAL ANALYSIS OF PILE COLUMN PIERS IN BEDDING ROCK SLOPES: A MIDAS GTS APPROACH

article en

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.

Zenodo (CERN European Organization for Nuclear Research)
Chengdu University of Technology (CN)
Sustainable cities and communities
Openalex Percentile: Top 59%
Geotechnical Engineering and Soil Mechanics
DOIOpen Access PDFOpenAlex
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MECHANICAL ANALYSIS OF PILE COLUMN PIERS IN BEDDING ROCK SLOPES: A MIDAS GTS APPROACH · Zenodo (CERN European Organization for Nuclear Research) (2024) | TGRS Research Map | TGRS