Green Design and Numerical Analysis of Soil Nail Retaining Wall for Embankment Slope

Xiaodong Dong; Mingwei Kong; Xianghui Gao; Shuzhang Yao; Yun Qin

doi:10.2991/978-94-6463-856-1_4

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Green Design and Numerical Analysis of Soil Nail Retaining Wall for Embankment Slope

Authors

Xiaodong Dong¹, Mingwei Kong¹, Xianghui Gao¹, Shuzhang Yao², Yun Qin¹^{, *}

¹School of Architecture and Planning, Yunnan University, Kunming, 650000, Yunnan, China

²The School of Electronic and Information Engineering, Tianjin Polytechnic University, 300387, Tianjin, China

^*Corresponding author. Email: 15368201676@163.com

Corresponding Author

Yun Qin

Available Online 22 September 2025.

DOI: 10.2991/978-94-6463-856-1_4 How to use a DOI?
Keywords: Retaining Structures; Tie Rods; Reinforcement; Slope; “Dual Carbon” Strategy
Abstract: The southwestern region of China has complex terrain with many slopes, requiring a large number of buildings to be constructed on slopes. To ensure the safety of fill slope retaining structures, this paper recommends an economical, environmentally friendly, and stable retaining structure. Using a case study, the MIDAS GTS finite element software and theoretical analysis were compared to conduct an in-depth study of this type of tie-rod pile wall retaining structure. The research reveals the interaction mechanism between soil and structure, calculates the internal forces in critical structural components to guide design work. This retaining structure is suitable for high-fill artificial slopes, can reduce construction costs, and aligns with the national “dual carbon” strategy, making it environmentally friendly and worthy of promotion. Through practical engineering applications, the feasibility and superiority of this retaining structure in high-fill slopes have been verified, providing valuable references for similar engineering designs.
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 International Conference on Resilient City and Safety Engineering (ICRCSE 2025)
Series: Advances in Engineering Research
Publication Date: 22 September 2025
ISBN: 978-94-6463-856-1
ISSN: 2352-5401
DOI: 10.2991/978-94-6463-856-1_4 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.

Cite this article

ris enw bib

TY  - CONF
AU  - Xiaodong Dong
AU  - Mingwei Kong
AU  - Xianghui Gao
AU  - Shuzhang Yao
AU  - Yun Qin
PY  - 2025
DA  - 2025/09/22
TI  - Green Design and Numerical Analysis of Soil Nail Retaining Wall for Embankment Slope
BT  - Proceedings of the 2025 International Conference on Resilient City and Safety Engineering (ICRCSE 2025)
PB  - Atlantis Press
SP  - 27
EP  - 39
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-856-1_4
DO  - 10.2991/978-94-6463-856-1_4
ID  - Dong2025
ER  -

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