Analysis of the Influence of Pile Foundation Setting on the Stability of Half Slope in High Fill Section

Chenfei Yang; Zhijun Huang; Yuchun Ma; Yangui Li; Zaiguang Wang; Jun Yu; Qian Zhao; Qiaolin Yang

doi:10.2991/978-94-6463-726-7_64

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Analysis of the Influence of Pile Foundation Setting on the Stability of Half Slope in High Fill Section

Authors

Chenfei Yang¹, Zhijun Huang¹^{, *}, Yuchun Ma², Yangui Li², Zaiguang Wang³, Jun Yu³, Qian Zhao⁴, Qiaolin Yang⁴

¹College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China

²Lanxin Railway Gansu-Qinghai Co., Ltd., Lanzhou, 730060, China

³CHINA RAILWAY FIRST SURVEY AND DESIGN INSTITUTE GROUP CO., LTD, Lanzhou, 710043, China

⁴CHINA RAILWAY FIRST GROUP CO., LTD, Xian, 721006, China

^*Corresponding author. Email: 543768854@qq.com

Corresponding Author

Zhijun Huang

Available Online 13 June 2025.

DOI: 10.2991/978-94-6463-726-7_64 How to use a DOI?
Keywords: slope; anti-slide pile; safety factor
Abstract: In order to effectively plan the supporting measures of slope pile foundation in high fill section, the finite element analysis model of anti-slide pile in a railway station slope was constructed by MIDAS GTS software. By changing the parameters of the pile, how these variables affect the bending moment, safety factor and horizontal displacement of the pile is analyzed. The results show that increasing the diameter of the pile and reducing the distance between the piles can effectively improve the safety factor.
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_64 How to use a DOI?
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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ris enw bib

TY  - CONF
AU  - Chenfei Yang
AU  - Zhijun Huang
AU  - Yuchun Ma
AU  - Yangui Li
AU  - Zaiguang Wang
AU  - Jun Yu
AU  - Qian Zhao
AU  - Qiaolin Yang
PY  - 2025
DA  - 2025/06/13
TI  - Analysis of the Influence of Pile Foundation Setting on the Stability of Half Slope in High Fill Section
BT  - Proceedings of the 2024 6th International Conference on Hydraulic, Civil and Construction Engineering (HCCE 2024)
PB  - Atlantis Press
SP  - 635
EP  - 644
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-726-7_64
DO  - 10.2991/978-94-6463-726-7_64
ID  - Yang2025
ER  -

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