Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)

Mechanical Analysis of Pile-Supported Beam Retaining Walls

Authors
Xufeng Zhuang1, *, Xiao Yu1
1Research Center of Applied Geology of China Geological Survey, Chengdu, Sichuan, 610036, China
*Corresponding author. Email: xfz0379@126.com
Corresponding Author
Xufeng Zhuang
Available Online 28 July 2025.
DOI
10.2991/978-94-6463-793-9_9How to use a DOI?
Keywords
Innovative retaining structure; Steep high-fill embankments; slope-stabilizing supports
Abstract

As an innovative retaining structure, the pile-supported beam retaining wall has gained extensive application in complex geological environments such as submerged embankments, steep slopes, and low-bearing-capacity embankments due to its unique design philosophy and constructional merits. This study investigates its performance in steep high-fill embankments within mountainous highway projects through integrated case-study analysis. By conducting multi-criteria scheme evaluations, the research highlights the structural superiority of pile-cap retaining walls in such contexts. The design framework of pile-cap systems not only addresses insufficient subgrade bearing capacity but also delivers dual functionality as slope-stabilizing supports, significantly enhancing overall embankment stability. The findings, corroborated by field monitoring data and elastoplastic finite-element modeling, validate its field efficacy in complex geological settings. This work establishes critical theoretical frameworks and practical protocols for stabilizing steep-slope embankments, offering transformative insights for geotechnical engineering.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
Series
Atlantis Highlights in Engineering
Publication Date
28 July 2025
ISBN
978-94-6463-793-9
ISSN
2589-4943
DOI
10.2991/978-94-6463-793-9_9How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Xufeng Zhuang
AU  - Xiao Yu
PY  - 2025
DA  - 2025/07/28
TI  - Mechanical Analysis of Pile-Supported Beam Retaining Walls
BT  - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
PB  - Atlantis Press
SP  - 85
EP  - 93
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-793-9_9
DO  - 10.2991/978-94-6463-793-9_9
ID  - Zhuang2025
ER  -