Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)

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Simulation and Analysis of Pile-Supported Cantilever Retaining Walls in High Embankment Road Applications

Authors
Junjun Cao1, Zhijun Huang1, *, Wei Song2, Jianzhou Guan2, Jun Wang3, Xinfu Jie3, Tao Wang4, Peigang Xing4
1College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China
2CHINA RAILWAY FIRST GROUP CO., LTD, Xian, 721006, China
3CHINA RAILWAY FIRST SURVEY AND DESIGN INSTITUTE GROUP CO.,LTD, Lanzhou, 730099, China
4Lanxin Railway Gansu-Qinghai Co., Ltd., Lanzhou, 730060, China
*Corresponding author. Email: 543768854@qq.com
Corresponding Author
Zhijun Huang
Available Online 13 June 2025.
DOI
10.2991/978-94-6463-726-7_73How to use a DOI?
Keywords
Pile-supported cantilever retaining wall; Interaction; Numerical simulation
Abstract

In conjunction with actual engineering projects, due to the uneven terrain in mountainous areas, the construction of high-speed railways often encounters high embankment works. To minimize excavation and transportation of earth and rock while enhancing the load-bearing capacity, pile-supported retaining walls are commonly used as support structures in these high embankments. The interaction between the high embankment fill, pile foundation, and retaining wall determines the practicality of this composite structure. Based on the actual engineering background of the Liujiaxia Station on the Lanzhou-Xining High-Speed Railway, a numerical simulation analysis method was employed to establish a three-dimensional solid model. By simulating different construction stages, the study investigates the stress characteristics and deformation features of the combined support structure of pile-supported cantilever retaining walls.

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 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)
Series
Atlantis Highlights in Engineering
Publication Date
13 June 2025
ISBN
978-94-6463-726-7
ISSN
2589-4943
DOI
10.2991/978-94-6463-726-7_73How 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

risenwbib
TY  - CONF
AU  - Junjun Cao
AU  - Zhijun Huang
AU  - Wei Song
AU  - Jianzhou Guan
AU  - Jun Wang
AU  - Xinfu Jie
AU  - Tao Wang
AU  - Peigang Xing
PY  - 2025
DA  - 2025/06/13
TI  - Simulation and Analysis of Pile-Supported Cantilever Retaining Walls in High Embankment Road Applications
BT  - Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)
PB  - Atlantis Press
SP  - 726
EP  - 735
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-726-7_73
DO  - 10.2991/978-94-6463-726-7_73
ID  - Cao2025
ER  -