Research progress on the application of anti-slide pile structure damage and reinforcement technology

Zhang Yi; Xiao Chengjing

doi:10.20265/j.cnki.issn.1007-2993.2024-0449

Volume 39 Issue 6

Dec. 2025

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Zhang Yi, Xiao Chengjing. Research progress on the application of anti-slide pile structure damage and reinforcement technology[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(6): 801-807. doi: 10.20265/j.cnki.issn.1007-2993.2024-0449

Citation:

Zhang Yi, Xiao Chengjing. Research progress on the application of anti-slide pile structure damage and reinforcement technology[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(6): 801-807. doi: 10.20265/j.cnki.issn.1007-2993.2024-0449

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Research progress on the application of anti-slide pile structure damage and reinforcement technology

doi: 10.20265/j.cnki.issn.1007-2993.2024-0449

Zhang Yi^1
,,
Xiao Chengjing^{1, 2, 3
,
,}

1.
Institute of Materials and Structures, Changjiang River Scientific Research Institute, Wuhan 430010, Hubei, China
2.
National Research Center on Dam Safety Engineering Technology, Wuhan 430010, Hubei, China
3.
Research Center of Water Engineering Safety and Disaster Prevention, Ministry of Water Resources, Wuhan 430010, Hubei, China

Received Date: 2024-09-29
Accepted Date: 2025-03-06
Rev Recd Date: 2024-12-23

Available Online: 2025-12-08

Publish Date: 2025-12-08

Abstract

Abstract

Due to overloaded service, material aging, environmental erosion, and other reasons, anti-slide pile structures may experience failure. Currently, there is limited research and application of in-situ reinforcement techniques for damaged anti-slide piles, and the development of new reinforcement technologies is urgently needed. This paper analyzes the stress and damage characteristics of anti-slide pile structures by summarizing existing research and application cases, and generalizes the load-bearing characteristics and damage modes of anti-slide piles. A systematic summary of the reinforcement methods for anti-slide piles was conducted in light of actual engineering conditions. The application of numerical simulation methods in the field of anti-slide pile research was summarized, and the feasibility of using numerical simulation methods for in-situ reinforcement and stabilization of anti-slide piles was analyzed. The research findings indicate that grouting within the pile body combined with rebar planting and increasing the pile diameter, are reliable in-situ reinforcement techniques. Numerical analysis methods can effectively simulate the in-situ reinforcement process of damaged anti-slide piles. These conclusions offer guidance for the numerical simulation research of in-situ reinforcement for damaged anti-slide piles and provide a reference for the development of in-situ reinforcement technologies.
- anti-slide pile,
- damage modes of anti-slide piles,
- reinforcement measures for anti-slide piles,
- numerical simulation

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References(43)

References

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Research progress on the application of anti-slide pile structure damage and reinforcement technology

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Research progress on the application of anti-slide pile structure damage and reinforcement technology

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