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Load Transfer Model Based on Similitude Principle and Numerical Analysis of Reinforcement Effect of Pile Side Compaction Grouting
CIVIL ENGINEERING | 更新时间：2026-01-24

    • Load Transfer Model Based on Similitude Principle and Numerical Analysis of Reinforcement Effect of Pile Side Compaction Grouting

    • “In the field of pile foundation reinforcement, experts have developed a pile side compression grouting model device, revealing the mechanism of grouting to enhance bearing capacity and providing guidance for the reinforcement of in-service pile foundation side grouting.”
    • Advanced Engineering Sciences   Vol. 57, Issue 3, Pages: 134-146(2025)

    • DOI：10.12454/j.jsuese.202301044    

      CLC： TU473.1

    • Received：19 December 2023，

      Revised：2024-04-03，

      Published：20 May 2025

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  • Wang Yansheng,Li Zhaofeng,Zhang Ming,et al.Load transfer model based on similitude principle and numerical analysis of reinforcement effect of pile side compaction grouting[J].Advanced Engineering Sciences,2025,57(3):134‒146. DOI： 10.12454/j.jsuese.202301044.

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Related Author

Wang Yansheng
Li Zhaofeng
Zhang Ming
Lin Chunjin
LV Sizhong
Yao Wang
LU Yiqiang
HE Fei

Related Institution

Geotechnical and Structural Engineering Research Center, Shandong University
Shandong High-speed Co., LTD.
China Railway Engineering Equipment Group Co., Ltd.
College of Civil Engineering, Guizhou University
China Railway Tunnel Group Co., Ltd.
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